CN206368459U - Steel building Side fascia crack stopper - Google Patents

Steel building Side fascia crack stopper Download PDF

Info

Publication number
CN206368459U
CN206368459U CN201621363581.6U CN201621363581U CN206368459U CN 206368459 U CN206368459 U CN 206368459U CN 201621363581 U CN201621363581 U CN 201621363581U CN 206368459 U CN206368459 U CN 206368459U
Authority
CN
China
Prior art keywords
side fascia
steel
anticracking
floor
fastening
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
CN201621363581.6U
Other languages
Chinese (zh)
Inventor
袁秦标
陈俊
张雷
何健
孙海龙
顾春惠
朱锡丰
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.)
Jiangsu Zhongnan Construction Industry Group Co Ltd
Original Assignee
Jiangsu Zhongnan Construction Industry 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
Application filed by Jiangsu Zhongnan Construction Industry Group Co Ltd filed Critical Jiangsu Zhongnan Construction Industry Group Co Ltd
Priority to CN201621363581.6U priority Critical patent/CN206368459U/en
Application granted granted Critical
Publication of CN206368459U publication Critical patent/CN206368459U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Building Environments (AREA)

Abstract

The utility model discloses a kind of steel building Side fascia crack stopper, including I-steel, it is characterized in that, HOOK BOLTS is combined into anticracking fastening bolt with nut, the installation for the floor and Side fascia at I-steel position;Anticracking fastening thread tapping bottom welded nut is processed into anticracking fastening parent part, through the spacing connection sheet bolt hole of U-shaped galvanized steel plain sheet or through the spacing connection sheet bolt hole of U-shaped galvanized steel plain sheet and floor, installation or the installation of floor top Side fascia for Side fascia and I-steel;Dismiss infusion in gap between Side fascia and floor, leave space in gap two ends, two ends carry out filling cement mortar and the weather-proof waterproof gasket cement filleting of silicon third successively from inside to outside, outside batch water-proof putty simultaneously paints exterior coating, indoor section is cleaned out before making cement mortar flooring on the inside of Side fascia, brush 1:Making cement mortar flooring again after 1 plain-water slurry.Advantage:Method is simple, and anticracking, leakage performance are high, and cost is low, improves the market competitiveness.

Description

Steel building Side fascia crack stopper
Technical field
The utility model is related to steel building Side fascia crack stopper, belongs to technical field of building construction.
Background technology
By the light composite energy-saving plate of prefabrication with silica sand, cement, lime etc. for primary raw material, by passing through antirust treatment Reinforcing bar enhancing, be a kind of by high temperature, celluar concrete sheet material-autoclaved aerated concrete slab of high pressure, steam curing The New Building Materials of superior performance.It is combined with each other when pouring shaping with facing, crab-bolt and support during prefabricated in-site installation Connection, is not required to carry out decoration of exterior wall construction, it is to avoid the cracking hollowing of traditional outer heat preservation system such as comes off at hidden danger, and the heat-insulation layer After construction the shortcomings of external decoration operating difficulties.
But using welding angle steel that exterior wall autoclaved aerated concrete slab and fire prevention autoclaved aerated concrete slab are installed, shaped steel is used Amount is big, and welding node is more, wastes steel, complex procedures, node effect of prestressed not good.
By live multi-scheme than selecting, and model progress experimental verification is done, research and development one kind is external wall thermal insulating decoration integrated to be applied Work technology(Steel building Side fascia crack stopper and construction method), specific practice is as follows:
HOOK BOLTS is combined into anticracking fastening bolt with nut and installed for Side fascia, the bottom welding of anticracking fastening thread tapping Nut is processed into anticracking fastening parent part, through the spacing connection sheet bolt hole of U-shaped galvanized steel plain sheet or through the spacing company of U-shaped galvanized steel plain sheet Infusion is dismissed in contact pin bolt hole and floor, the gap between Side fascia and floor, and space is left at gap two ends, and two ends are equal from inside to outside Filling cement mortar and special seal gum are carried out successively(The weather-proof waterproof gasket cement of silicon third)Filleting, outside batch water-proof putty is simultaneously painted Indoor section is cleaned out before making cement mortar flooring on the inside of exterior coating, Side fascia, brush 1:Water is done again after 1 plain-water slurry Cement mortar flooring.
The content of the invention
Technical problem to be solved in the utility model is to overcome the defect of prior art there is provided steel building Side fascia Crack stopper, it is final to solve nigh-level synthesis engineering Side fascia and H profile steel insulated fire plate installation cracking resistance, antiseep, with Expand the application of high-rise steel structure house, and improve its market competitiveness.
In order to solve the above technical problems, the utility model provides a kind of Side fascia crack stopper for steel building, Including I-steel, the NALC Side fascias of its floor for being used to connect horizontal direction and vertical direction, it is characterized in that, HOOK BOLTS with Nut is combined into anticracking fastening bolt, the installation for the floor and Side fascia at I-steel position;Anticracking fastening thread tapping bottom Welded nut is processed into anticracking fastening parent part, is limited through the spacing connection sheet bolt hole of U-shaped galvanized steel plain sheet or through U-shaped galvanized steel plain sheet Position connection sheet bolt hole and floor, installation or the installation of floor top Side fascia for Side fascia and I-steel;Side fascia Infusion is dismissed in gap between floor, and space is left at gap two ends, two ends carry out successively from inside to outside filling cement mortar and Special seal gum filleting, outside batch water-proof putty simultaneously paints exterior coating, and indoor section is in making cement mortar building on the inside of Side fascia Cleaned out in face of ground, making cement mortar flooring again after brush plain-water slurry.
Further, the I-steel top and bottom are provided with I-steel preformed hole, and the Side fascia top and bottom are equal Self-threading bore is provided with, the floor is provided with floor preformed hole, and the I-steel preformed hole, the self-threading bore and floor are reserved Hole vertical direction alignment;The spacing connection sheet clamping Side fascia upper and lower side of U-shaped galvanized steel plain sheet;The anticracking fastening parent part includes Long anticracking fastening parent part and short anticracking fastening parent part, the long anticracking fastening parent part sequentially pass through upper end I-steel preformed hole, building The spacing connection sheet bolt hole of plate preformed hole, U-shaped galvanized steel plain sheet and the self-threading bore of a Side fascia lower end, the short anticracking are tight Gu parent part sequentially passes through lower end I-steel preformed hole, another U-shaped spacing connection sheet bolt hole of galvanized steel plain sheet and another exterior wall The self-threading bore of plate upper end, by piercing self-threading bore, long anticracking fastening parent part and short anticracking fasten parent part by I-steel, floor And Side fascia is fixed together;Exterior-wall heat insulation fire-proof plate is provided between Side fascia and floor, the exterior-wall heat insulation is prevented With Side fascia external side parallel on the outside of fiery plate, the outside of floor, I-steel is close in inner side, and heat insulating inner wall is provided with I-steel opposite side Fire-proof plate, the heat insulating inner wall fire-proof plate is located inside I-steel, and is fitted with I-steel top and bottom, passes through anticracking fastening bolt Exterior-wall heat insulation fire-proof plate and heat insulating inner wall fire-proof plate are fixed with I-steel.
Further, the HOOK BOLTS of the anticracking fastening bolt fastens the nut on parent part through anticracking, and outside Wall insulated fire plate, tightens the nut in anticracking fastening bolt, after nut fastening in embedded Side fascia, hole uses cement mortar Closure, it is floating.
Further, the self-threading bore diameter on the Side fascia is less than the thread tapping diameter on anticracking fastening parent part.
Further, Side fascia and the inside and outside wall thermal insulation fire-proof plate uses NALC plates.
Further, the special seal gum uses the weather-proof waterproof gasket cement of silicon third.
The beneficial effect that the utility model is reached:
The utility model can overcome existing Side fascia and I-steel insulated fire plate to install, and angle iron connecting piece is intensive, weldering Connect that quantities is big, node quality can not ensure, waste the not good shortcoming of steel, complex procedures, node effect of prestressed, method letter Single, anticracking, leakage performance are high, and cost is low, and the antiseep that is particularly suitable for use in requires high-rise steel structure engineering high, that demand of anti-crack is tight Job site, expands the application of high-rise steel structure house, and improves its market competitiveness.
Brief description of the drawings
Fig. 1 is the utility model structural representation;
Fig. 2 is the utility model anticracking fastening bolt structure schematic diagram;
Fig. 3 is the utility model anticracking fastening parent part structural representation;
Fig. 4 is the utility model floor and I-steel preformed hole schematic diagram;
Fig. 5 is the utility model plate stitch closure node schematic diagram.
1 in figure is anticracking fastening bolt, and 2 be HOOK BOLTS, and 3 be anticracking fastening bolt nut, and 4 be that anticracking fastening is female Part, 5 be anticracking fastening thread tapping, and 6 be anticracking fastening parent part nut, and 7 be the spacing connection sheet of U-shaped galvanized steel plain sheet, and 8 be that floor is reserved Hole, 9 be I-steel preformed hole, and 10 be foaming agent, and 11 be cement mortar, and 12 be fluid sealant.
Embodiment
The utility model is further described below in conjunction with the accompanying drawings.Following examples are only used for clearly illustrating this The technical scheme of utility model, and protection domain of the present utility model can not be limited with this.
As Figure 1-5, affiliated steel building Side fascia crack stopper and construction method, it is characterised in that φ 12 is hooked Hook bolt is combined into anticracking fastening bolt with the nuts of φ 12, and the inside and outside wall board for I-steel position is installed;The anticrackings of φ 12 are fastened The thread tapping bottom welding nuts of φ 16 are processed into anticracking fastening parent part, through the spacing connection sheet bolt hole of U-shaped galvanized steel plain sheet and φ 16 floor preformed holes, are installed for floor top Side fascia;Infusion is dismissed in gap between Side fascia, and two ends reserve 33mm, fill out Fill in 20mm1:1 cement mortar, using special seal gum(The weather-proof waterproof gasket cement of silicon third)Filleting 10mm, stays 3mm grooves, outside batch Paint indoor section on the inside of exterior coating, Side fascia after water-proof putty to clean out before making cement mortar flooring, brush 1:1 element Making cement mortar flooring again after cement mortar.
The I-steel preformed hole refers to the I-steel position for installing inside and outside insulated fire board wall plate, processes and advises in processing factory The holes of φ 16 of 200mm spacing then, are used as anticracking fastening bolt connecting hole;
The anticracking fastening bolt is the long 100mm HOOK BOLTSs of φ 12, and L-type eave tile hooks I-steel preformed hole, outside Perforate is connected with the nuts of φ 12 on wallboard, after nut fastening in embedded Side fascia, and hole is using cement mortar closure, floating;
The floor preformed hole refers to the position of the 50mm on the outside of away from floor, passes through pre-buried during floor cast-in-place construction φ 16PVC pipes away from 200mm, which fasten φ 12 anticrackings in parent part as anticracking and fasten thread tapping, is fastenedly connected hole;
The Side fascia needs to carry out typesetting before installing, and determines that Side fascia is directed at the position of the floor preformed holes of φ 16, carries out Mark, the 50mm self-threading bores of φ 10 are opened using electric hammer;
The spacing connection sheet of U-shaped galvanized steel plain sheet refers to length 50mm, and specification is 50x150x50mm, and centre is provided with φ 12 Bolt hole;
The anticracking fastening parent part is the long thread tappings of φ 12 equal to slab thickness+60mm, and φ is welded in thread tapping bottom 16 nuts are processed;
The Side fascia installation refers to that the anticrackings of φ 12 fastening thread tapping passes through the floor preformed holes of φ 16, shoots U-shaped plating The spacing connection sheet bolt hole of zinc steel plate and the floor preformed holes of φ 16, penetrate the self-threading bores of φ 10 opened on Side fascia and tighten φ 12 anticracking fastening thread tapping, fastens Side fascia;HOOK BOLTS fastens the nuts of φ 16 on parent part through anticracking, through outside 50mm Wall insulated fire plate, tightens the nuts of φ 12 in anticracking fastening bolt, after nut fastening in embedded Side fascia, hole uses cement Mortar closure, it is floating;
The Side fascia gap plugging refers to that infusion is dismissed in the gap between Side fascia, and two ends reserve 33mm, filling 20mm1:1 cement mortar, using special seal gum(The weather-proof waterproof gasket cement of silicon third)Filleting 10mm, stays 3mm grooves, and outside batch is anti- Paint indoor section on the inside of exterior coating, Side fascia after water putty to clean out before making cement mortar flooring, brush 1:1 plain water Making cement mortar flooring again after mud.
Steel building Side fascia crack stopper and construction method, comprise the following steps:
Step one:The I-steel position of insulated fire board wall plate inside and outside installing is needed, floor is processed above and below processing factory The holes of φ 16 of the 200mm spacing of rule, the anticracking fastening bolt connecting hole and exterior wall of insulated fire plate are installed as site operation The anticracking fastening bolt connecting hole of plate;
Step 2:Using long 100mm φ 12L type HOOK BOLTSs, it is connected with the nuts of φ 12, constitutes anticracking fastening bolt;
Step 3:φ 16PVC away from 50mm positions on the outside of floor during floor cast-in-place construction by pre-buried spacing 200mm Pipe, which fastens φ 12 anticrackings in parent part as anticracking and fastens thread tapping, is fastenedly connected hole preformed hole;
Step 4:Side fascia and insulated fire plate need to carry out typesetting before installing, and determine that the Side fascia alignment floors of φ 16 are pre- The position boxed out, carries out mark, opens the 50mm self-threading bores of φ 10 at Side fascia two ends using electric hammer;Determine fireproof heated board plate Alignment φ 12L type HOOK BOLTSs pass through position, carry out mark, the 50mm self-threading bores of φ 10 are opened using electric hammer;
Step 5:Using length 50mm, it is spacing that specification makes U-shaped galvanized steel plain sheet for 50x150x50mm 2mm galvanized steel plain sheets Connection sheet, and open in middle part the bolts hole of φ 12;
Step 6:The perforate on exterior wall insulated fire plate, the HOOK BOLTS L-type eave tiles of φ 12 hook I-steel preformed hole, wear The hole crossed on Side fascia is connected with the nuts of φ 12, and after nut fastening in embedded exterior-wall heat insulation fire-proof plate, hole uses cement bonded sand Slurry closure, it is floating;
Step 7:Exterior wall is processed into using the long thread tapping bottoms of the φ 12 welding nuts of φ 16 equal to slab thickness+60mm The anticracking fastening parent part of plate bottom, is processed at the top of Side fascia using the long 60mm thread tapping bottoms of the φ 12 welding nuts of φ 16 Anticracking fastens parent part;
Step 8:The position line of Side fascia is released in positioning, and two ends are opened to the 50mm self-threading bores of φ 10 according to typesetting figure Side fascia is installed to unwrapping wire position;
Step 9:Slab thickness+60mm the anticrackings of φ 12 fastening thread tapping passes through the floor preformed holes of φ 16, shoots U-shaped plating The self-threading bores of φ 10 opened on the spacing connection sheet bolt hole of zinc steel plate and 150mm Side fascias, tighten φ 12 anticracking fastening certainly Tapping, the U-shaped spacing connection sheet clamping Side fascia bottom of galvanized steel plain sheet;
Step 10:The 60mm anticrackings of φ 12 fastening thread tapping passes through φ 16H shaped steel preformed holes, shoots U-shaped galvanized steel plain sheet limit The self-threading bores of φ 10 opened at the top of position connection sheet bolt hole and 150mm Side fascias, tighten φ 12 anticracking fastening thread tapping, U At the top of the spacing connection sheet clamping Side fascia of type galvanized steel plain sheet;
Step 11:HOOK BOLTS fastens the nuts of φ 16 on parent part through anticracking, through 50mm exterior-wall heat insulation fire-proof plates, The nuts of φ 12 in anticracking fastening bolt are tightened, after nut fastening in embedded Side fascia, hole is blocked using cement mortar, smeared It is flat;
Step 12:Infusion is dismissed in gap between Side fascia, and two ends reserve 33mm, clog 20mm1:1 cement mortar, Using special seal gum(The weather-proof waterproof gasket cement of silicon third)Filleting 10mm, exterior wall is painted after staying 3mm grooves, outside batch water-proof putty Indoor section is cleaned out before making cement mortar flooring on the inside of coating, Side fascia, brush 1:Making cement sand again after 1 plain-water slurry Starch flooring.
Described above is only preferred embodiment of the present utility model, it is noted that for the common skill of the art For art personnel, on the premise of the utility model technical principle is not departed from, some improvement and deformation can also be made, these change Enter and deform and also should be regarded as protection domain of the present utility model.

Claims (6)

1. a kind of steel building Side fascia crack stopper, including I-steel, its floor for being used to connect horizontal direction and vertical The NALC Side fascias in direction, it is characterized in that, HOOK BOLTS is combined into anticracking fastening bolt with nut, the building for I-steel position The installation of plate and Side fascia;Anticracking fastening thread tapping bottom welded nut is processed into anticracking fastening parent part, through U-shaped galvanized steel plain sheet Spacing connection sheet bolt hole or through the spacing connection sheet bolt hole of U-shaped galvanized steel plain sheet and floor, for Side fascia and I-steel Installation or the installation of floor top Side fascia;Infusion is dismissed in gap between Side fascia and floor, and space, two are left in gap two ends End carries out filling cement mortar and special seal gum filleting successively from inside to outside, and outside batch water-proof putty simultaneously paints exterior wall painting Material, indoor section is cleaned out before making cement mortar flooring on the inside of Side fascia, making cement mortar building again after brush plain-water slurry Ground.
2. steel building Side fascia crack stopper according to claim 1, it is characterized in that, the I-steel upper end is with End is provided with I-steel preformed hole, and the Side fascia top and bottom are provided with self-threading bore, and the floor is provided with floor preformed hole, The I-steel preformed hole, the self-threading bore and the alignment of floor preformed hole vertical direction;The spacing company of U-shaped galvanized steel plain sheet Contact pin clamping Side fascia upper and lower side;The anticracking fastening parent part includes long anticracking and fastens parent part and short anticracking fastening parent part, described Long anticracking fastening parent part sequentially passes through the spacing connection sheet bolt hole of upper end I-steel preformed hole, floor preformed hole, U-shaped galvanized steel plain sheet And the self-threading bore of a Side fascia lower end, the short anticracking fastening parent part sequentially passes through lower end I-steel preformed hole, another The individual spacing connection sheet bolt hole of U-shaped galvanized steel plain sheet and the self-threading bore of another Side fascia upper end, it is long by piercing self-threading bore Anticracking fastens parent part and I-steel, floor and Side fascia are fixed together by short anticracking fastening parent part;In Side fascia and It is provided between floor on the outside of exterior-wall heat insulation fire-proof plate, the exterior-wall heat insulation fire-proof plate and Side fascia external side parallel, building is close in inner side The outside of plate, I-steel, heat insulating inner wall fire-proof plate is provided with I-steel opposite side, and the heat insulating inner wall fire-proof plate is located at I-steel Inside, and being fitted with I-steel top and bottom, by anticracking fastening bolt by exterior-wall heat insulation fire-proof plate and heat insulating inner wall fire-proof plate with I-steel is fixed.
3. steel building Side fascia crack stopper according to claim 1, it is characterized in that, the anticracking fastening bolt HOOK BOLTS fastens the nut on parent part through anticracking, and through exterior-wall heat insulation fire-proof plate, tightens the spiral shell in anticracking fastening bolt Mother, after nut fastening in embedded Side fascia, hole is using cement mortar closure, floating.
4. steel building Side fascia crack stopper according to claim 1, it is characterized in that, the self tapping on the Side fascia Silk bore dia is less than the thread tapping diameter on anticracking fastening parent part.
5. steel building Side fascia crack stopper according to claim 1, it is characterized in that, the Side fascia and inside and outside Wall insulated fire plate uses NALC plates.
6. steel building Side fascia crack stopper according to claim 1, it is characterized in that, the special seal gum is used The weather-proof waterproof gasket cement of silicon third.
CN201621363581.6U 2016-12-13 2016-12-13 Steel building Side fascia crack stopper Expired - Fee Related CN206368459U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621363581.6U CN206368459U (en) 2016-12-13 2016-12-13 Steel building Side fascia crack stopper

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621363581.6U CN206368459U (en) 2016-12-13 2016-12-13 Steel building Side fascia crack stopper

Publications (1)

Publication Number Publication Date
CN206368459U true CN206368459U (en) 2017-08-01

Family

ID=59393219

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201621363581.6U Expired - Fee Related CN206368459U (en) 2016-12-13 2016-12-13 Steel building Side fascia crack stopper

Country Status (1)

Country Link
CN (1) CN206368459U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106639056A (en) * 2016-12-13 2017-05-10 江苏中南建筑产业集团有限责任公司 Steel structure building outer wall board anti-cracking device and construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106639056A (en) * 2016-12-13 2017-05-10 江苏中南建筑产业集团有限责任公司 Steel structure building outer wall board anti-cracking device and construction method

Similar Documents

Publication Publication Date Title
CN107227813B (en) Steel structure keel masonry brick outer curtain wall system and construction method thereof
CN104018598B (en) A kind of external wall structure and construction installation method
CN103469973B (en) A kind of flat seam type, detachable deformation joint of roof and building method thereof
CN210459693U (en) Dry-hanging ceramic brick curtain wall system
CN102051923B (en) Fireproofing retardant cement calcium silicate board insulating wall body and construction method thereof
CN102518301A (en) Prefab house made of autoclaved aerated concrete slabs and assembly method for prefab house
CN101016759A (en) Fiver cement board grouting wall and construction method therefor
CN104032771B (en) Attractive joint anti-crack construction method set up by a kind of underground structure
CN101245620A (en) Non-net polyphenyl plate cast-in-place concrete exterior wall heat-preserving construction method
CN205776895U (en) Heat insulation prefabricated body of wall and prefabricated buildings
CN101666142A (en) Waterproof processing method and structure for roof stretching seam
CN107447893A (en) A kind of lightgage steel joist concrete anticracking filling wall and its construction method
CN103437556A (en) Waterproof and heat-preservation construction method for building water supply and drainage and heating engineering
CN107313531A (en) A kind of assembled integral shear wall connecting node and its system and its construction technology
CN105839677A (en) Advanced water prevention construction process for post-cast strip of side wall of basement
CN111042392A (en) Construction method of SDHH type disassembly-free formwork foam concrete partition wall
CN110805212A (en) Construction method for roof flashing
CN111379329A (en) Connecting node structure of silicon-magnesium wallboard and steel structure of steel structure house and construction method thereof
CN201722706U (en) Concrete fragment combined inspection well
CN206368459U (en) Steel building Side fascia crack stopper
CN111591852A (en) Construction method for additionally installing elevator and application thereof
CN106639056A (en) Steel structure building outer wall board anti-cracking device and construction method
CN218374567U (en) Can fix a position ALC wallboard reinforced structure that can exempt from to plaster
CN109339355A (en) The construction method of the aluminium sheet roofing waterproofing node of structural slab is done using ALC plate
CN207194239U (en) Lightgage steel joist concrete anticracking fills wall

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CB03 Change of inventor or designer information

Inventor after: Yuan Qinbiao

Inventor after: Chen Jun

Inventor after: Zhang Lei

Inventor after: He Jian

Inventor after: Sun Hailong

Inventor after: Gu Chunhui

Inventor after: Zhu Xifeng

Inventor after: Chen Yuhan

Inventor before: Yuan Qinbiao

Inventor before: Chen Jun

Inventor before: Zhang Lei

Inventor before: He Jian

Inventor before: Sun Hailong

Inventor before: Gu Chunhui

Inventor before: Zhu Xifeng

CB03 Change of inventor or designer information
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20170801

Termination date: 20211213

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