CN204023859U - Plain type NZ Built-in pipe mould anti-floating lifting hook device - Google Patents

Plain type NZ Built-in pipe mould anti-floating lifting hook device Download PDF

Info

Publication number
CN204023859U
CN204023859U CN201420473893.7U CN201420473893U CN204023859U CN 204023859 U CN204023859 U CN 204023859U CN 201420473893 U CN201420473893 U CN 201420473893U CN 204023859 U CN204023859 U CN 204023859U
Authority
CN
China
Prior art keywords
card
wire drawing
pull bar
drawing section
reinforcing bar
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.)
Active
Application number
CN201420473893.7U
Other languages
Chinese (zh)
Inventor
梁选
方菊明
何定华
孟应磊
朱若愚
张祥
张玉金
周华
黄俊云
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.)
Yunnan project construction general contract Limited by Share Ltd
Original Assignee
YUNNAN GENERAL CONSTRUCTION ENGINEERING CONTRACT Co
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 YUNNAN GENERAL CONSTRUCTION ENGINEERING CONTRACT Co filed Critical YUNNAN GENERAL CONSTRUCTION ENGINEERING CONTRACT Co
Priority to CN201420473893.7U priority Critical patent/CN204023859U/en
Application granted granted Critical
Publication of CN204023859U publication Critical patent/CN204023859U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Reinforcement Elements For Buildings (AREA)

Abstract

Plain type NZ Built-in pipe mould anti-floating lifting hook device, includes pull bar, sizing reinforcing bar card (3), mountain type card (4) and hold-doun nut (5) thereof; Described pull bar includes upstand-ing reinforcing bars pull bar section (1) and the externally threaded upstand-ing reinforcing bars wire drawing section (2) of band of top band crotch, and pull bar pars infrasegmentalis and wire drawing section top overlap integrally welded mutually; Described sizing reinforcing bar card comprises the transverse reinforcement (3a) of level and is welded in the longitudinal reinforcement (3b) of two levels in the middle part of transverse reinforcement, and two longitudinal reinforcements are parallel to each other and perpendicular with transverse reinforcement; The wire drawing section of upright pull bar is installed between the longitudinal reinforcement of two levels by sizing reinforcing bar card, and mountain type cutting ferrule to be contained in wire drawing section and to be positioned at the bottom of sizing reinforcing bar card, bottom wire drawing section Yushan Hill type card, be set with hold-doun nut (5).The utility model structure is simple, drawknot is stablized, effectively can control that the entirety of pipe die in concreting process floats, easy construction and safety and part is reusable.

Description

Plain type NZ Built-in pipe mould anti-floating lifting hook device
Technical field
The utility model belongs to construction engineering technical field, relates to a kind of plain type NZ Built-in pipe mould anti-floating hook structure.
Background technology
The NZ Built-in pipe mould anti-floating drag hook used in current building operations mostly be to adopt between NZ pipe die gap in floor reinforcing bar drag hook and the colligation of anti-floating beading galvanized wire fastening, to make reinforcing bar drag hook strain pipe die, prevent that pipe die is overall in concreting process to float.Lifting hook device and the installation thereof of this structure also exist constructional difficulties, not tighten, portion extrusion can be caused unbalanced and the problems such as distortion to pipe die while to pipe die tension and compression.
Utility model content
The purpose of this utility model is the deficiency existed to solve above-mentioned prior art, provides that a kind of structure is simple, drawknot is stablized, effectively can control that the entirety of pipe die in concreting process floats, easy construction and safety and part reusable plain type NZ Built-in pipe mould anti-floating lifting hook device.
The purpose of this utility model is achieved through the following technical solutions.
Plain type NZ Built-in pipe mould anti-floating lifting hook device, this device includes pull bar, sizing reinforcing bar card, mountain type card and hold-doun nut thereof; Described pull bar includes upstand-ing reinforcing bars pull bar section and the externally threaded upstand-ing reinforcing bars wire drawing section of band of top band crotch, and pull bar pars infrasegmentalis and wire drawing section top overlap integrally welded mutually; Described sizing reinforcing bar card comprises the transverse reinforcement of level and be welded in the longitudinal reinforcement of two levels in the middle part of transverse reinforcement, and two longitudinal reinforcements are parallel to each other and perpendicular with transverse reinforcement; The wire drawing section of upright pull bar is installed between the longitudinal reinforcement of two levels by sizing reinforcing bar card, and mountain type cutting ferrule to be contained in wire drawing section and to be positioned at the bottom of sizing reinforcing bar card, bottom wire drawing section Yushan Hill type card, be set with hold-doun nut.
This plain type NZ Built-in pipe mould anti-floating lifting hook device structure is simple, drawknot is stablized, effectively can control the entirety of pipe die in concreting process floats.Easy and the safety of construction method, and after construction, mountain type card, hold-doun nut and sizing reinforcing bar card can be disassembled and reuse.
Accompanying drawing explanation
The schematic diagram of Fig. 1 plain type NZ Built-in pipe mould anti-floating lifting hook device;
Fig. 2 is the top view of Fig. 1.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in more detail.
As shown in Figure 1 and Figure 2, plain type NZ Built-in pipe mould anti-floating lifting hook device includes pull bar, sizing reinforcing bar card 3, mountain type card 4 and hold-doun nut 5 thereof.Pull bar includes upstand-ing reinforcing bars pull bar section 1 and the externally threaded upstand-ing reinforcing bars wire drawing section 2 of band of top band crotch, pull bar section 1 bottom and wire drawing section 2 top overlap integrally welded mutually. and reinforcing bar card 3 of shaping comprises the transverse reinforcement 3a of level and be welded in the longitudinal reinforcement 3b of two levels in the middle part of transverse reinforcement, and two longitudinal reinforcements are parallel to each other and perpendicular with transverse reinforcement; The wire drawing section 2 of upright pull bar is installed between the longitudinal reinforcement of two levels by sizing reinforcing bar card, and mountain type card 4 to be sleeved in wire drawing section 2 and to be positioned at the bottom of sizing reinforcing bar card 3, is positioned at bottom the type card of mountain is set with hold-doun nut 5 in wire drawing section 2.
The construction method step of plain type NZ Built-in pipe mould anti-floating lifting hook device is as follows:
A () installs pull bar: drawn by the crotch on reinforcing steel bar of pull rod pull bar section 1 top steady on the horizontal Anti-floating reinforcing steel bar of plain type NZ Built-in pipe mould, reinforcing bar wire drawing section 2 is vertically through bottom template, and pull bar is in place;
B () installs sizing reinforcing bar card: sizing reinforcing bar card 3 level to be installed on bottom template flitch or C-type steel bottom and flitch or C-type steel and to hold out against, and be installed between the longitudinal reinforcement of two levels by the wire drawing section 2 of upright pull bar;
C () installs mountain type card: risen to by the mountain type card 4 being set in wire drawing section 2 and hold out against with reinforcing bar card of shaping, be tightened nut 5, by mountain type card firmly fixing i.e. end of operation.
Concreting is complete and after solidifying, and carries out dismounting construction, is unscrewed by hold-doun nut, splits out mountain type card and sizing reinforcing bar card.Pull bar is stayed in the concrete solidified, and hold-doun nut, mountain type card and sizing reinforcing bar card are reusable.
Reinforcing steel bar of pull rod diameter is determined as calculated according to drawn load, and pull bar height adds flitch or C-type steel thickness for NZ Built-in pipe mould FFL.The available three diameter 14 ㎜ length 30 ㎝ reinforcing bar Combination Welding of sizing reinforcing bar card form.Mountain type card is use more mountain type card in construction work.

Claims (1)

1. plain type NZ Built-in pipe mould anti-floating lifting hook device, is characterized in that, this device includes pull bar, sizing reinforcing bar card (3), mountain type card (4) and hold-doun nut (5) thereof; Described pull bar includes upstand-ing reinforcing bars pull bar section (1) and the externally threaded upstand-ing reinforcing bars wire drawing section (2) of band of top band crotch, and pull bar section (1) bottom and wire drawing section (2) top overlap integrally welded mutually; Described sizing reinforcing bar card (3) comprises the transverse reinforcement (3a) of level and is welded in the longitudinal reinforcement (3b) of two levels in the middle part of transverse reinforcement, and two longitudinal reinforcements are parallel to each other and perpendicular with transverse reinforcement; The wire drawing section (2) of upright pull bar is installed between the longitudinal reinforcement of two levels by sizing reinforcing bar card, mountain type card (4) is sleeved on wire drawing section (2) and goes up and the bottom being positioned at sizing reinforcing bar card (3), is positioned at bottom the type card of mountain is set with hold-doun nut (5) in wire drawing section (2).
CN201420473893.7U 2014-08-21 2014-08-21 Plain type NZ Built-in pipe mould anti-floating lifting hook device Active CN204023859U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420473893.7U CN204023859U (en) 2014-08-21 2014-08-21 Plain type NZ Built-in pipe mould anti-floating lifting hook device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420473893.7U CN204023859U (en) 2014-08-21 2014-08-21 Plain type NZ Built-in pipe mould anti-floating lifting hook device

Publications (1)

Publication Number Publication Date
CN204023859U true CN204023859U (en) 2014-12-17

Family

ID=52063745

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420473893.7U Active CN204023859U (en) 2014-08-21 2014-08-21 Plain type NZ Built-in pipe mould anti-floating lifting hook device

Country Status (1)

Country Link
CN (1) CN204023859U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104164934A (en) * 2014-08-21 2014-11-26 云南工程建设总承包公司 Simple NZ built-in pipe die anti-floating draw hook device and construction method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104164934A (en) * 2014-08-21 2014-11-26 云南工程建设总承包公司 Simple NZ built-in pipe die anti-floating draw hook device and construction method thereof

Similar Documents

Publication Publication Date Title
CN103114717B (en) A kind of both sides, shrinkage joint shear wall formwork system
CN204040446U (en) The shaped steel suspension scaffolding structure
CN203452380U (en) Novel column hoop for reinforcing cylindrical formwork
CN204023411U (en) Novel assembled bracket bracket construction equipment
CN204212392U (en) I iron anchor system
CN106337561B (en) A kind of formwork reinforcement method of shear wall body external corner and door opening position
CN202706553U (en) Shear wall small opening template bolt reinforcing part
CN103089010B (en) The suspension bracket construction equipment of topping at the bottom of a kind of alternative reinforced concrete beam and method
CN205604547U (en) Anti GBF tubular construction that floats
CN207228624U (en) A kind of tool-type shaped rc columns template
CN204023859U (en) Plain type NZ Built-in pipe mould anti-floating lifting hook device
CN104164934A (en) Simple NZ built-in pipe die anti-floating draw hook device and construction method thereof
CN204081087U (en) A kind of reinforced concrete column and reinforcing steel bar connecting device
CN103882840B (en) A kind of surge shaft Cast-in-place concrete assembling falsework and mounting method thereof
CN103046743A (en) High-rise conversion layer type steel concrete girder hanging type template supporting system and construction method
CN202578001U (en) Movable reinforced steel bar binding mold applicable to movable mold frame
CN206815804U (en) A kind of new builder's jack girder steel built-in fitting
CN205206278U (en) Construction is with combination gallows operation platform
CN202031309U (en) Suspending operation platform for structural concrete constructions
CN204326498U (en) Screw outrigger oblique pull wire rope fixing device
CN203452270U (en) Steel reinforcement protective layer controlled horse-shaped stool
CN103526698B (en) Cast-in-cantilever construction 0# block concrete supporting system and construction method
CN203603490U (en) Supporting structure used for erecting formwork truss on prefabricated beam
CN109386129A (en) The reinforcement means of large-diameter concrete column-form
CN204238549U (en) A kind of formwork support structure of steel reinforced concrete

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CP01 Change in the name or title of a patent holder

Address after: 650011 Yunnan, Kunming, South Village, No. 27

Patentee after: Yunnan project construction general contract Limited by Share Ltd

Address before: 650011 Yunnan, Kunming, South Village, No. 27

Patentee before: Yunnan General Construction Engineering Contract Company

CP01 Change in the name or title of a patent holder