JG 160-2004 Expansion type and expansion type building anchor bolts for concrete
Some standard content:
HCS 91. 080. 40
Construction Industry Standard of the People's Republic of China JG160—2004
Expansion and undercut huilding anchors for use in concrete2004-03-29Promulgated
Ministry of Construction of the People's Republic of China
Implementation on 2004-08-01
JG160—2004
Regulatory Citations
3Definition, Symbols
Classification and Marking
Test Methods
Inspection Rules
9Marking, Product Instruction Card
9Packaging, Transportation and Storage
Traps A 【Normative Appendix】
Appendix "Current Recommended Comparison"
Complete Comparison C (Model Appendix)
Appendix (Normative Appendix)
Appendix E (Normative Appendix)
Appendix F (Normative Appendix)
Testing age and fire data treatment
Concrete test site
Drill bit and staggered hole
Staggered installation
Testing instruments and equipment
Special performance requirements test methods
JG 1602004
In Chapter 5 of this standard, 5.4, 1.1.5, 4.1.2., 5.4.1.4 and 5.4, ≤ The following are mandatory provisions, and the rest are deductive. Appendix A, Appendix B, Appendix C, Appendix D, Appendix E, Appendix K are all normative standards issued by the Standard and Quota Research Institute of the Ministry of Construction. This standard is the responsibility of the China Academy of Building Sciences, the first unit of the Ministry of Construction. The sixth standard was issued by the China Academy of Building Sciences, with Beijing Yushu Industrial Construction Factory, Harbin University of Science and Technology, Wuyu (Taicang) Lianzhu Sales Inspection Co., Ltd., and Hilti (China: Co., Ltd.) participating. Add Bi Niu standard students drafted by: Yang Zhi, the Ministry of measurement and inspection of the British, the first day, Tao Menglan Xiao Liyang, Pan Quanzhi, Qi Tui, Hong Er 1 Scope || tt || concrete expansion type, expansion type building anchor JC6020C4 || tt || This standard is based on the ordinary deep soil as its material expansion expansion rules for the classification of the parts, requirements, performance level, test method inspection over purchase. Marking leather packaging return and heart this standard symptoms follow up "this layer of material system state dry change or occupy non-opening Inspection of concrete paving. 2 Normative references || TT || The clauses in the following documents become clauses of this standard through reference in the following documents: For referenced documents with a date of month, the subsequent amendments (excluding the revised version of the selected document) are not applicable to this standard. However, the readers are encouraged to research whether the latest versions of these documents can be used: For referenced documents without a date of month, the latest versions are from this standard. (GH1 Liquid brine cement, GB/T3 common acid cement GB/T97 common acid cement GB/T3 common acid cement GB/T97 common acid cement GB/T398.1 ... 309A.2
GR/ 1 3098. 6
Required parts mechanical performance training good sweeping pattern B30x.2--2C6.d138982:1992 Purple still hungry performance low rust screw grid ticket nails and screws (G2/3003.-2J0dtIS3501 Fasteners mechanical hungry non-pot steel case mother (3/3098.152000.id1S) 350-2:1007G0T 3098, IF
GB/T5267.1 Fastener color coating
(15267.2 Fastener non-glare coating
GR/T14684 Gui melon stir-fry
GB:T EO08L
Construction of pebbles and dense stones
Use rope consolidation to test the above-mentioned parts.
CECS33 core drilling method to detect micro-solutions. This technical specification allows 3 definitions, equal signs
3.1 Definitions
The following definitions are adopted in the wood standard
Anchor bolts
The pin-convex components on the mixed ten foundations that will be connected back to the package: 3.1.2
Expansion boltsexpanision bolts
Use the lead grid used for the 4-grid water tank to fix the wave shaft under the shape of the wave shaft 3. 1. 3
Expansion type anchor mmlercuchurs
Reverse let the pin hole bottom and the staggered north tension parts of the soft energy and the chain of the required fixing effect: 10—2002
Ancestor moment control tn'queantelled
shoot through Liu before and control the staggered working method
Vertical displacement control li>pluenenntrnlleat
The self-shape will change non-sales production will require control of the transmission state energy point type 5. 1. e
Cat fixing area
Lingchuan carefully the business of our enterprise setting in the working area. 3. 1.7
cone collapse coneremeTilure in the light of wind energy condensation 1 to the form of body damage 3. 1. 8
pull-out failure fallnre
in the production process of the whole energy stimulation 1 table also research, after the limit of the whole design of the mountain was damaged: 3. 1. 9
personal failure pull-through failure
in! 10
crack splittingfailurc
along the rate of extraction control extraction treatment of continuous production of concrete cracks by the form of 3. 1. 11
pour selection foundation failure
anchonfailnre
small or small economic stop judgment class teaching mode, 3. 1. 12
flat loading material, car market condensation three:
3.2 symbol
. wrong grid subject to change part of the cumulative..m
anti buckle visual thank + age acid this external production of residual pull heart boundary margin: in the force fast piece ten mixed doubt 1 side forbidden to time tensile currency money force reduction active error input and maintenance on the soil style parts to reach the edge of the small start from, m minimum side security price can not be started is the meal ring error stop and style railing dynamic minimum distance height, product when the external help money public record direct permission, 2:
edit front internal sense of effect public you white: mm
medium batch of station head blade diameter. hate appendix (m new real intention not guest allowed positive case cut mouth line , the most common standard of the industry is a diameter, see the record t, m
borrowing the external form.:
Intelligent milk diameter nm
limited square body real silver MPa
a light point system tensile strength is called standard, MP:! th
radium steel special service when the standard value Mla:
effective fault solid depth limit residual soil support to describe the point system development business: [G163—2004
please measure the cargo load, when what load a displacement self industrial line in the displacement construction and load the center of the time, the water half of Beijing I.;
non cracking mud difficult: on the description of the choice of wood change model can be strong resistance to control the bearing Square standard industry times,! Pave grab tensile attack load small N;
non crack mud condensation 1. On the basis of the tensile test of the dynamic certificate of the whole,; the inspection technology or or force level with position N:
Kaka system is very basic + send the basic tensile performance test internal effect tensile bearing to find the average value,; the minimum Si Chen, installation radial age can not afford to say that the two shaft bolts are not equal to the internal report of the small separation, \Ⅲ: price zero light buckle certificate, N·:
non open ten oxygen core hole technology respect parts can test play learning hope square column next standard. Faldi, individual details:
auto marketing internal coefficient
comfort you system effect:
tensile or force element system load:
Expansion shear bearing small blood difference coefficient.
4 Classification and marking
4.1 All kinds of
These 4 thousand sides can be divided into two parts, a) The pin is called the part group of the pin in the state of the state: b) Because of the hit, one or the other of the connected parts, the proof is the rational tightening. 4.2 Classification
Biao account type pin and expansion number inspection range error control force type and expansion force type see: Table 1 Anchor bolt paving control method and expansion method control plan method
Torsion control range
Non-quality bolt
Wide hole with error sample
4.3 Marking
The complete self-marking consists of the following parts: Optimum repair controller
Waste type hall guide
Material code
Type code
--Name code
『G160--2004
Name code, in Chinese\shop inspection" East type code, in Chinese pronunciation Taiqixiang said, any table 2.h)
Table 2 Type code
It is the child to do
Please push
Material control
Customer public number, radium 1 main size, M screw effective diameter × effective solid depth r)
Material code, Yuan code indicates steel alloy, mostly indicates rust, modification code, analog, small.
4.3.2 Marking example
Eight-axis expansion joint light, =m=m carbon example code is: wrong P
Price transfer control plan
Speed is not strong, please
Move; air system type wrong air, internal combustion efficiency D-nm, -smm, not boring manufacturing, the first modification, marked as shop
5 Requirements
5.1 General requirements
5.1.1 The design service life should be less than ten consecutive years , 5.1.2 When using the knife under installation, it should not be injured by the thief's core and the bad sound caused by the contact. 5.1.3 The description of the necessary parts should be matched directly. See Appendix (5.1.2 The pre-tightening requirements of the card should be able to effectively implement the pre-tightening. 5.2 Material requirements
The remaining parts can be made of carbon steel or stainless steel. The performance grades of the fastener materials are in accordance with the specifications of Taiwan T0.1.G/TC..CTR3. and /T098.1: respectively. The performance of other materials of the learning parts is in accordance with the current national standards: 5. 3 Manufacturing requirements
5.3.1 The physical and mechanical properties of the components shall be in accordance with GB/T338.2, GB/T338.1, GB/T338.2 and GB/T338.1. The dimensions and tolerances of the components shall comply with the specifications of GB1, GB/T338.2, GB/T338.1 and GB/T338.1. Other parts shall be in accordance with the performance, dimensions, and roughness of the design drawings. 5.3.2 The design of the steel and metal parts shall comply with the specifications of [H:] 5267~5257.2.
5.4 Anchoring performance requirements
5.4.1 Basic anchoring performance requirements
5 .4.1.1 The basic tensile properties of anchor bolts used in non-cracked concrete should meet the following requirements: concrete cone false failure, 13.5.0: 0.15: 0.80 bolt failure AFC.15NAJ
penetration, etc. Other failure forms: N should be consistent with the provisions of the product manual Y, C.15: 0.0, 5.4.1.2 The basic tensile properties of bolts used in non-cracked concrete should meet the requirements of bolt failure..0.54.m
Other failure forms: should be consistent with the provisions of the product manual loss:, 0.155.4.1.3 The light long-term load capacity used in non-double concrete is full in the cabinet length you use the lower shaft price vertical standard change difference! Etc., residual tension.0%2.
J: 1602004
5.4.1.4 In addition to meeting the requirements of 5.4.1.1 and 5.4.1.2, the pins used for concrete reinforcement in the tensile zone of non-cracking soil shall also meet the tensile properties of the device: α0.70, *0.15; 70.70.E.4.2 Installation requirements
54.2.1 The age of the staggered bolts with non-cracking strength 1 shall meet : 60, 01.20:%2 center, 83, 5.4.2.2 The installation of the anchor grid can be filled with the following: 20.G1%%G.20 (.75.4.3 Ask the distance, edge distance requirements
5.43.1 The edge distance cm is selected, and the average value of its anti-control bearing capacity is not less than (.SSV, a: 5.4.3.2 Thank you for the small interval,. 5.4.4 Special performance requirements
When there are labor performance requirements or anti-stress performance requirements for anchor bolts, special performance tests should be carried out. 6 Test methods
6.1 Material test
According to the current national standard B/T223, the material of the system shall be inspected for strength, tensile strength, extension rate, etc. If the mechanical properties of the material may be changed due to scratches, the anchor shall also be inspected for performance. 6.2 System quality inspection
The system quality shall be inspected according to the current national standards GB/T154, GB/T197C3/5257.*27.2 for each component. 6.3 Solidity test
6. 3. 1 Test preparation
5.3.1 Concrete specimensbZxz.net
The production of the finished parts shall meet the requirements of B. 6.3.1.2 Drill bits and drilling heads
The new holes shall meet the requirements of C. 6.3.1.3 The standard of bolt installation
The bottom of the bolt shall meet the requirements of "stem resistance". 6.3.1.4 Test equipment
The test equipment shall meet the requirements of the above: 6.3.2 When the reinforcement performance test
E.3, 2.1 Test items and conditions
Standard test items for vehicle submersible performance test Table 3, Table 3 Basic pressure resistance test items and test system Test items
Basic performance
Basic resistance to dynamic
Interface joint standard, formula
6.3.2.2 Tensile performance test
Installation of the shoulder of the mud crown soil installation information
non-number +
letter 3 grams of diameter
c2--r2
C.2U-G21:
Carry out the safety test of the soil. The bolt and the loading equipment support point are selected at the same time. The force can be checked and guaranteed. The loading should be continuous and level. The load can reach the maximum position of the concrete test. The position in the direction of the load should be measured. The distance between the test point and the pin should not be less than 1 point. The influence of the chain 5
;16—2004
teacher's oblique and displacement should be eliminated. The load displacement is tested in the form of collision. When conducting the tensile test in the joint, the two must be set correctly. · position road! The width of the mountain cracks is 1.0, which is lower than the net width of the pilot project. The cracks are kept as low as possible during the operation! 6.3.2.4 Resistance to pre-damage test
When conducting the resistance to purchase performance test, the test piece should be prevented from reaching a slight damage. A piece of polytetrafluoroethylene board not exceeding 21rr can be placed between the upper surface of the seat to avoid shearing. The upper surface can be sheared. The board can be placed between the plates to avoid aging and maintain the production line. The continuous flat load is 1-3mir, and the load value is recognized by the person. The point is damaged.
The test rod is tested. The whole or maintenance line will be in place. If the position is smooth, the risk should be eliminated. Draw a section or a point displacement line.
6.3.2.4 Long-term bamboo load performance test
The smaller value of the two, the beat difference is not more than 5% for at least 6 times: 1. The specimen has a loss, and the displacement along the load is recorded. The displacement time line is controlled. After the shrinkage is restrained, the resistance control test is carried out. || tt||6.3.3 Installation performance test
6.3.3.1 Torque control expansion type box installation performance test face and date and kill parts Chong test and test conditions see 1 not complete yo account test late, production manual paragraph case installation plan station, the product launch pin light and into the tensile test, editor hole vertical relative large precision lead white diameter method, do with Lu diameter and <No head station hole installation wrong selection after heat near set new standard test acceptance.
Table 4 Torque control expansion type wrong inspection installation performance test items and test conditions Sichuan non-double illegal ten when
recognize 4 flow by
not Kang shadow non
small shop. Diameter
large wrong diameter
mega concentrated five energy
use double light 1 inspection
note condensation net change
ce-nsr
C25 -C2
6.3..3.>Displacement Controlled Expansion Anchor Installation Performance Test Items and Conditions Anmon Fingering
(a. 5. mn+11x
n5mn1k
head line
security protection
certification test strip. The test is completely connected to the product. The installation letter is determined by the displacement of 0 installation lead and then the tensile test is carried out.
Table 5 Displacement control expansion type error inspection safety performance test items and test conditions Sichuan Fei Design Public Whose Sex
Wu Test Quick Head
Not Complete Zhang
Xiaohe North Straight
Tai Jige
Nie Ling: Teacher Sequence
There is a Ming
6.3.3.3 Expansion type cat azole installation performance test items and bearing parts, Youzi 1 Xue Pull Effect Open Source Solution Aluminum
Pai Zi Soil Strength
Equipment Sulfur Price Shop
Concrete Second Wave Continuity
.5u.u.
E mt ins
Let the head diameter
installation position
test items and test conditions are determined by us, not only the whole test riding monitoring product plastic type and installation personnel determine the design hole, children's benefit learning installation Wan·use error parts after the award can be the whole point of the load-bearing return to the minimum, sign into the Ning resistance control test, the heart
other test
this complete product
table expansion type anchor bolt installation performance test items and test items! Non-child crack energy special use grab
point to the government learning beam
6.3.2 margin distance test
# installation
safety two diseases
6 3. 4. 1 test items and cases
spacing, reverse distance test items and clauses table? According to the standard of Binzhao Yi
Note||JG160—2004
push the tensile point number wet
installation pin south store
c.3-m=13%
remove 7 spacing, edge distance test items and test conditions
make the upper width change
three rights and interests:
6. 3. 2. 2 tensile critical edge drop. The test is often carried out in the old hole, expanding the security and construction and recording the strength of the soil. The test is carried out in the non-standard oil-fired test for the installation of some light and standard soil specimens and the adjacent two Kang directions, etc., and the radiation loading is suitable for the control test: record the mud 1 this cracking statement when executing the test. Home "Description Road Mountain
6.3.4,3 quantity small spacing 5 minimum edge distance c test
for control I control pulse type section with space. And edge ratio·surface question one error selection is installed on the straight line parallel to the pie condensation, the test piece edge is recorded, with one description grid other shape not small, ~ error bolt out use independent square pin plate, error plate appropriate length radium false center hole through into approximately according to the requirements of the following table to alternately mark one error capacity increase twist shorten, each adjustment 22. . When the news ten in the surface out of the state should be full of: 1e 1,? Ie.
for the chemical transfer system yo account system can maintain the expansion type radium, in the spacing "product and pass. When installing the cat, there will be no mud lift on the bottom or edge ball wave damage.
The minimum distance between the company and the product is small, and the thickness of the product is small. 2 Test data processing
6.2.1 Record some necessary original materials. Including the product condition, humidity, certification, imitation, and sales control, etc.,? The equipment must be tested and the teaching method must be stimulated, and the attached report is the certificate + price! 6.2.3 Test data processing
The test data of each product shall be connected to the following station for verification. When there are several different forms of failure, the product data shall be marked with damage type and other subsequent damage forms: Tensile bearing capacity and resistance: Basic tensile performance test N, = its ... I *)
Tensile strength variation system effect: Basic test: -1.5
Slip system effect: This; E can verify the test 7=N..NH pool reading test=NN\
Tensile auxiliary M system.N..
Tensile test tensile bearing standard value N=1,
JG 160—2C04
r=3*=5. 311i,1,-1:1 -3. 3. 57; n -15-2. 33) out of the shear test number of the people (2) formula (3) calculation V..6.5 High strength grade retreat steel vinegar solid performance test risk description bolt in the heart strength of the same payment + a pin 2 energy, the test method is the (53 ~ G drive waste grade condensate 1 test piece on the test:
Inspection rules
7.1 Inspection classification, items
7. 1. 1 Factory inspection
"Out of the" inspection items see table
Table 6 Factory inspection items, quantity
Inspection 3 months
Shu City belt
Original dynamic reverse text
5. 4, t.1
7. 1. 2 Type inspection
Number of diameters
Sample size
Three pieces for each specification and each model
Three pieces for each specification and each model
Test results
F. 3. 3. ?
Type inspection shall be conducted by a quality inspection organization with relevant qualifications. In the type inspection items, if the product is not a crack channel, it may not be inspected. If there is a special requirement, performance inspection shall be carried out. When it is sent to the following situations, type inspection shall be carried out:
a) New product finalization appraisal:
The above-mentioned product has a significant change in product design, material, process, production equipment, management, etc. The final performance inspection shall be carried out in the inspection table 9, No. 1, 2.3.5; if the inspection result is slightly different from the previous inspection: e.
Old product has stopped production for a period of time and resumed production. The national quality inspection requirements have been carried out; the inspection shall be carried out according to the customer's or other requirements.
Table 9 Type inspection items and quantity
Omitted items
Newcomer installation performance
Young people's employment performance
Load capacity
Quantity Technical control performance
Installation performance
Anti-edge courtyard
Table small EE, edge
7.2 Paper batch rules
7.2.1 Factory inspection group batch
5. 4. 1. 1
3. 1. 1. 2
5. 4. 1. 4
Point specification starting
Medium, individual selection
Sample efficiency)
Year ~ Station year individual name stable inspection
Special individual specifications each single
Each person specification each inspection exactly 5 Each regulation situation has 11 items for each block test 1) month
1 block: 5!
He·Regulation Pickup Certificate (two!! Group
Test Epidemic Method
n, , x. x
Control inspection and correction requirements, and then the same materials, equipment and other conditions, production model can be reduced to the current standard of the product, in the above production, the manufacturing quantity is set to 2000 pieces of individual inspection batches, less than the number of pieces still calculated as one person's inspection batch of 2.5 square meters! For an inspection batch, it is 25,000 pieces. It is still calculated as one inspection batch. The inspection samples should be randomly collected. The maximum number of samples is shown in Table 8: For example, JG: 160-20D4
If the manufacturing quality inspection has been passed for 15 batches, the company has printed the basic flow tensile performance inspection for 3 batches at a time. The leakage quantity can be increased by 1 square meter. The basic resistance performance inspection batch can be increased to 50,000 pieces. 7.2.2 Type rubber inspection group batch|| tt||7, 2.2.1 In the case of different inspections of materials, processes and components, 10,000 feet is considered as one inspection batch. 10,000 pieces are considered as one inspection batch. For example, 35 diameter samples shall be taken. For those with fewer diameters, 3 diameter samples can be selected for inspection. For those with more diameters, 5 diameter samples can be selected. However, the sampling efficiency of the two diameter specifications shall be included. 9: If the shaft bolt of a certain diameter specification has different effective anchoring depth, the anchor part of the effective anchoring depth shall be calculated.
7.2.2.2 Inspect the bolts in detail and check all the parts you use. Do not check the accessories (end and end cap, nut and gasket) provided. The manufacturer shall make clear provisions for the quality of its models. 1.3 Determination criteria and re-inspection rules
7.3.1 Factory inspection and re-inspection rules and re-inspection rules 7.3.1.1 Manufacturing quality meets the requirements of 5.3. If any of the indicators do not meet the requirements, a re-inspection shall be conducted. If there are still non-compliance with the requirements, the batch of products shall be substandard: If two or more of the indicators do not meet the requirements, the batch of products shall be unqualified. 7.3.1.2 Core performance 5.4.2.1 requirements. If the items are qualified, if ten of them do not meet the requirements, a sample shall be taken for re-inspection. If the re-inspection still does not meet the requirements, the batch of products shall be unqualified: If the items are qualified, if more than one of the indicators do not meet the requirements, the batch of products shall be unqualified. ||tt ||7.3.1.3 The tensile performance of the core material meets the requirements of the customer, and the product is qualified. 7.3.2 Type inspection judgment rules and re-inspection rules Type inspection requirements are required on all days. If there is any requirement that does not meet the requirements, the product shall be re-inspected and re-tested. If there is still no requirement, the product is unqualified; if it does not meet the requirements, the product is unqualified. 8. Marking and product instructions
8.1 Marking
8.1.1 In the continent, what is the long-term installation or half-placement of the integrated display, the marking shall include the product marking and production standard specified in this standard
8.1.2 In the inspection of each anchor, the depth of the production shall be cleared. 8.2 Product Description
Product Description The following should be included:
a) Specifications, size
1) Specifications and models:
2? Paving soil variable size, Liu screw effect, nominal in, external effective depth, effective staggered depth, should be the area of the shear part age area, b) Main visible metal recovery properties
1) Service strength, tensile strength;
≥) Quality of each part, velvet, pot products, etc.
Can recovery performance parameters "along the different changes of soil level, non-cracking effect, etc., the result should be given separately 1) The control bearing capacity value, the probability of the average load capacity coefficient of variation! 2) tensile strength maintenance certificate, standard small side, middle:) minimum note condensation original
Si Ke installation change requirements
1) installation heart, new gift depth machine diameter efficiency connection principle 2) installation requirements, draw empty temporary buckle short change other convenient methods, installation tickets and let the drawing items should use diagrams) 31
installation tools, its, gift head square level and special currency engineer 9
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