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High-strength structural bolting assemblies for preloading

This standard on structural bolting reflects the situation in Europe where two technical solutions exist to achieve the necessary ductility of bolt/nut/washer assemblies. These solutions utilize different systems(HR and HV) of bolt/nut/washer assemblies. It is importance for the performance of the assembly to avoid mixing up the components of both systems. Therefore the bolts and nuts for both systems are standardized in one single part of this European Standard each and the marking of the components of the same system is uniform.

ENEN 14399-1 High Strength Structural Bolting Assemblies for Preloading

Longteng Steel is qualified to manufacture pre-load bolt assemblies as high strength structural bolt according to BS EN 14399-1:2015, thisHigh-strength structural bolting assemblies for preloading is classified in these ICS categories: High-strength structural bolting assemblies in accordance with EN 14399-2 to EN 14399-10 are designed to fulfil the requirements of this European Standard. High-strength structural bolting assemblies are suitable for preloading in accordance with EN 1090-2 in steel structures.
NOTE
According to this standard, high-strength structural bolting assemblies smaller than M12 are not designed to be preloaded. Longteng supplies structural hex head bolt in following sizes: M30, M33, M36, M39, M42, M45, M48, M52, M56, M60, M64, this type of hex head bolt is not suitable for railway fastener and weld treatment.

EN 14399-2 High-strength structural bolting assemblies for preloading Suitability for Preloading

This document on structural bolting reflects the situation in Europe where two technical solutions exist to achieve the necessary ductility of bolt/nut/washer(s) assemblies. These solutions consist of two different systems (HR and HV) of bolt/nut/washer assemblies (see Table 1). Both systems are well proven and it is the responsibility of the experts using structural bolting whether they use the one or the other system.
It is, however, important for the performance of the assembly to avoid mixing up the components of both systems. Therefore, bolts and nuts for both systems are standardized in one single part of this European
Standard each and the marking of the components of the same system is uniform.

BS EN 14399-3 High-strength structuralbolting assemblies for preloading HR system

EN 14399-4 PRE-LOAD BOLTING ASSEMBLIES HV Pre-Load Bolt Assemblies HV BS

Thread d		M12	(M14)b	M16	(M18)b	M20
PC		1.75	2	2	2.5	2.5
b	d	30	34	38	42	46
	e	—	40	44	48	52
	f	—	—	—	—	65
c	max	0.8	0.8	0.8	0.8	0.8
	min	0.4	0.4	0.4	0.4	0.4
da	max	15.2	17.2	19.2	21.7	24.4
ds	max	12.70	14.70	16.70	18.70	20.84
	min	11.30	13.3	15.30	17.3	19.16
dw	max	g	g	g	g	g
	min	20.1	22	24.9	27.7	29.5
e	min	23.91	26.17	29.56	32.95	35.03
K	non	7.5	8.8	10	11.5	12.5
	max	7.95	9.25	10.75	12.4	13.40
	min	7.05	8.35	9.25	10.6	11.60
Kw	min	4.9	5.85	6.5	7.42	8.1
r	min	1.2	1.2	1.2	1.5	1.5
S	max	22	24	27	30	32
	min	21.16	23.16	26.16	29.16	31

	Bolt/nut/washer assembly System HR	Bolt/nut/washer assembly System HV
General Requirements	EN 14399-1
Bolt/nut assembly	EN 14399-3	EN 14399-4
Marking	HR	HV
Property classes	8.8/8 10.9/10	10.9/10
Washer(s)	EN 14399-5 or EN 14399-6	EN 14399-5 or EN 14399-6
Marking	H	H
Suitability test for preloading	EN 14399-2	EN 14399-2

EN 14399-5:2015 Pre-Load Bolt Assemblies Plain Washers

This European Standard specifies, together with EN 14399-1 and EN 14399-2 , hardened and tempered plain washers intended for bolting assemblies with large series hexagon high-strength structural bolts and nuts with threads from M12 to M36 inclusive. Washers according to this standard can be applied under the nut only. Washers according to this standard are not intended to be used in direct contact with oversized or slotted holes.

DIN EN 14399-6 High-strength structural bolting assemblies for preloading – Part 6: Plain Chamfered Washers

Nominal size (nominal thread diameter of associated bolt)		12	16	20	22	24	27	30	36
1	min	>13	17	21	23	25	28	31	37
	max	13.27	17.27	21.33	23.33	25.33	28.52	31.62	37.62
d2	min	23.48	29.48	36.38	38.38	43.38	49.0	54.80	64.80
	max	24	30	37	39	44	50	56	66
h	nom	3	4	4	4	4	5	5	6
	min	2.7	3.7	3.7	3.7	3.7	4.4	4.4	5.4
	max	3.3	4.3	4.3	4.3	4.3	5.6	5.6	6.6
e	nom=min	0.5	0.75	0.75	0.75	0.75	1	1	1.25
	max	1	1.5	1.5	1.5	1.5	2.0	2.0	2.5
c	min	1.6	1.6	2.0	2.0	2.0	2.5	2.5	2.5
	max	1.9	1.9	2.5	2.5	2.5	3.0	3.0	3.0

On November 3, the 2020 National Science and Technology Award Conference was held in the Great Hall of the People in Beijing. A total of 58 achievements won the second prize of the National Technological Invention Award, including anyang AGICO’s coal mine roadway impact resistance prestressed support key technology project. On November 11, the reporter came to the AGICO located in the North Meng street of Yindu District.

How does Anchor Rock Bolt of AGICO Help Coal Mine Industry

In the process of coal mining, coal mine roadway is the channel between the surface and the ore body, bearing the functions of ventilation, drainage, mining, pedestrian and so on. High strength rock bolt is the key to ensure the safety of coal mining. It is not only the transport channel to ensure the normal mining of coal mine, but also the life channel to maintain the safety of the operation personnel. “In order to ensure the safe operation of underground structure construction in coal mine, the mining side must take safety measures such as retaining and reinforcing the side wall of coal mine roadway, which is known as support technology in the mining field.

With the increase of the depth and intensity of coal mining, the traditional support technology can no longer meet the needs of maintaining the safe operation of the roadway, resulting in metal support damage, roof collapse and other phenomena, posing a threat to the safety of the coal mine. The company’s deputy general manager Fu Guangqing introduced, in order to reduce the maintenance cost of coal mine roadway, improve support technology, AGICO Heat treatment Materials Co., Ltd. in the national “863” program and the national Natural Science Foundation and other projects funded, coal mine roadway anti-impact prestressed support key technology research.

Anchor Rock Bolt Development in AGICO

In coal mine roadway, the anchor rock bolt is one of the most important materials in a supporting role, AGICO heat treatment material co., LTD., a new heat treatment process, greatly improving the strength and impact toughness of ordinary steel anchor, to solve the ordinary rock bolt hit problem of easy break by high strength, and greatly reduces the maintenance cost of roadway. At present, the rock bolt material made by the new technology has been popularized and applied in 18 mining areas in Henan, Shandong, Shanxi and other provinces, which provides technical guarantee for mining deep and complex coal resources.

It is conceivable that these rock bolts will be used to support the roadway after being transported to various mining areas. AGICO Heat treatment material Co., Ltd. by virtue of advanced technology, will make important contributions to the safe operation of coal mine underground structure construction and the healthy development of coal mining industry.

In the workshop of AGICO Heat treatment Materials Co., LTD., automated production lines, industrial robots can be seen everywhere, with these advanced process equipment, without manpower can ensure the efficient production of products.

AGICO has achieved one brilliant achievement after another. The second prize of The State Technological Invention Award is a recognition of the efforts made by all our employees. We will take this award as an opportunity to continue to tackle key problems and scale new heights of science and technology through independent research and development to promote high-quality development of the enterprise.”

AGICO produces high strength 10.9 stud bolt and hex head bolt for customers, 10.9 stud and hex head bolt are available in large dimensions at AGICO, usually M24-M80 which are made of carbon and alloy steels. Bolt with no head and thread at both ends called stud bolt, There are also all thread stud bolt.

Here are black oil treated M24 stud bolt and M36 hex bolt packaged in wooden boxes. If you are interested, please feel free to contact info@high-strength-steel.com now!

Here are packaged M24*300 stud bolt packaged for delivery, M36*350 half three hex bolt for customers abroad.

Great news, AGICO has finished production of shipbuilding stud bolts for exporting, this is an M56 Stud Bolt order for shipbuilding purposes, if you need to buy high-quality stud bolt, contact us now!

DIN EN ISO 4014 / 4017

M-27 to M-72

Carbon steel / Alloy steel

Ship building, ship yard, decks

We manufacture high tensile quality stud bolts and hex head bolt used in ship building industry, from zinc plated bolts & nuts to manufacturing good quality anti-corrosion steel bolts & nuts, AGICO has the expertise to supply most reliable fasteners to this industry and other industries.

Anti-corrosion steel and special marine grade stud bolts & nuts are used in the ship building industry which are being manufactured by AGICO with the rich experience in producing big bolt with high tensile strength for wind towers . These stud bolt and hex bolts & nuts used in the ship yards and ships are of world class quality in anti-corrosion steel and electroplated steel grades.

Difference Between EN 10204 Type 3.1 And Type 3.2

Designation of the document type
EN 10204  Reference	English version	German version	French version	Document content	Document validated by
Type 3.1	Inspection certificate 3.1	Abnahmeprüf- zeugnisse 3.1	Certificat de réception 3.1	Statement of compliance with the order, with indication of results of specific inspection	The manufacturer`s authorized inspection representative, independent of the manufacturing department
Type 3.2	Inspection certificate 3.2	Abnahmeprüf- zeugnisse 3.2	Certificat de réception 3.2	Statement of compliance with the order, with indication of results of specific inspection	The manufacturer`s authorized inspection representative independent of the manufacturing department and either the purchaser`s authorized inspection representative or the inspector designated by the official regulations

EN 10201 Type 3.1 Introduction

The EN 10204 Type 3.1 Inspection Certificate are actual test results from the material in the lot from which the steel products have been supplied (formally referred to as “specific testing”). A 3.1 Inspection Certificate is endorsed only by the manufacturer’s own representative who has to be independent from the manufacturing process, such as the Quality department or a test house manager/supervisor.

AGICO is qualified to provide EN 10204 Type 3.1 Inspection Certificate as test results from the material in the lot from which the steel products have been supplied, this Inspection Certificate is endorsed only AGICO who has to be independent from the manufacturing process, such as the Quality department or a test house manager/supervisor.

Why Choose Manufacturer with EN10204 Type 3.1 Certificate

If a metal material factory has passed the ISO 9001 certificate issued by an EU-authorized certification body, and the metal material meets the European material specifications, the factory can issue an EN10204-3.1 material certificate to its customers.
It’s a very reliable decision for Customers who need large size stud bolt or hex bolt to choose AGICO as the supplier, for there is a guarantee of steel rod raw materials and product quality according to its strict manufacturing process and tests.

With AGICO Applied Technologies is familiar with the requirements of a Type 3.1 inspection certificate and we understand its importance to our customers. While the 3.2 certificate is rare due to the higher cost, it provides independent assurance of a material’s properties. If you need more help understanding your 3.1 certificate, or simply need help retrieving a certification for a component you’ve purchased previously.

In recent years, wind power has been increasing in both the number and scale in China, however, most wind generator mainly used in wind farms adopt anchor cage foundation, main function of anchor plate is to connect the bolt and concrete structure, the upper structure of main parts, so the anchor plate is responsible for the wind machine structure are all load to the anchor cage foundation, ensure its structure with high stability. However, the foundation anchor plate is not deeply buried, the wall of the foundation anchor plate has few pores, the amount of internal reinforcement is small, there is no fixed pin, and the foundation reinforcement is not welded together, resulting in poor durability, load resistance and integrity of the foundation ring. The prestressed anchor bolt foundation is mainly distributed in the whole foundation by anchor bolt. The steel bar and anchor bolt adopt alternate frame, which has a high integrity. In addition, a high-strength tensioning tool is used to apply pretension on the anchor bolt, which enhances its durability and load-resisting ability.

The wind mill foundation used in a wind farm is a plate independent form, with a diameter length of 18 m and a buried depth of 3 m. The wind mill anchor cage foundation mainly applies the pre-stressed anchor and bolt technology and is installed in the construction site. The installation of high strength anchor bolts and anchor plate is strictly required. After secondary grouting, the flatness error of anchor plate should be controlled within 2 mm.

Anchor Bolt Assembly Test and Standard

Pre-construction of Anchor Cage Foundation

• Determine the number of anchor bolts, check the appearance of upper and lower anchor plates, anchor bolts and thread, and clean up non-conforming materials.
• The anchor bolt assembly shall be delivered to the site by loading truck and protected by cork pad to prevent deformation of the upper and lower anchor plate and damage to the original state of screw thread.
• The embedded parts shall be retained, and the embedded parts of the anchor plate shall be set according to the standard of the foundation design drawing of the prestressed anchor bolt, and the quantity, size and position of the embedded parts shall be adjusted.

Set Down Anchor Plate and Adjust Its Flatness

1. The lower anchor plate is mainly raised by the crane, and then moved to the position of 300mm above the embedded parts to stop the movement. First, the bolts of the lower anchor plate are inserted into the corresponding screw hole, and the bolts from inside to outside are exactly corresponding to the embedded parts. At this time, the crane lowers the lower anchor plate to the top of the embedded parts.
2. The center of the lower anchor plate is matched with the foundation center. The bolts of the lower anchor plate and embedded parts are tightly welded together, and the height is controlled at ≥ 6mm.
3. The plane of the lower anchor plate tends to be flat. By rotating the supporting anchor bolts, the lower anchor plate meets the height requirements of the drawing design, and its levelness is controlled at ≤ 3mm. Figure 1 shows setting the lower anchor plate and adjusting its flatness.

The Positioning Anchor Bolt and Upper Anchor Plate Are Paired Together

The upper anchor plate is hoisted by the crane, and the upper positioning anchor bolts are evenly matched from top to bottom on all bolt holes of the upper anchor plate, and then the anchor bolts are firmly fixed with temporary nuts. The anchor bolts are fixed with black nuts, and the outside of the anchor bolts is wrapped with PVC sleeves Tube, plus a heat-shrinkable tube sleeve. Nylon adjusting nut is used to fix the head of the anchor bolt.

The Upper and Lower Anchor Plates Are Precisely Matched

The upper anchor plate and the positioning anchor bolt are slowly raised and fixed directly above the lower anchor plate. The positioning anchor bolt and the matching bolt hole of the lower anchor plate are connected together. A gasket is placed below the lower anchor plate to fix the black nut, and the fixed torque is controlled at 300 N·m. FIG. 2 shows the exact matching of the upper and lower anchor plates.

Installation Work of Other Anchor Bolt Parts

After positioning anchor is fixed, the fixed anchor bolt is mainly based on the principles of diagonal sequence, ordinary bolt head through the first anchor plate, the other part through the anchor plate, based on the same principle, the other anchor fixed well, the bottom of the anchor bolt nut is fixed, with black coated PVC casing, and then add a layer of heat shrinkable tube, each floor installation gaskets, with black nut is fixed, the fixed torque control at 300 n. m.

Adjust and Check Anchor Bolt Assembly

1. Adjust the concentricity of the upper and lower anchor plates. The Angle of the four bolts was measured by theodolite as 90°, which was taken as a reference. A pile was installed on the ground outside the wind power foundation at an interval of 90°, and was connected between the upper anchor plate and the pile with drag rope. The center line of the anchor bolt hole of the upper and lower anchor plate was regarded as a reference for adjusting the concentricity, and the standard length was within 3 mm.
2. Adjust the level of anchor plate. The leveler is used to measure the levelness of the upper anchor plate. When the levelness does not meet the standard, the upper anchor plate shall be raised by jack and the nylon nut shall be further fixed to make the levelness meet the requirements.
3. The excess length of the upper anchor plate at the anchor bolt head shall be controlled at L Within ± 1.5 mm.
4. Heat the heat shrinkable tube, place the plug between the anchor bolt and the upper anchor plate anchor bolt hole, and fix the anchor bolt in the center of the anchor bolt hole.

Strapping Steel Rebars, Erecting Formwork and Pouring Concrete

1. After finishing the adjustment work, the top and upper anchor plate of the steel bar are welded together through 4 steel bar anchor and bolt assemblies, which are strengthened according to the cross shape. The bottom and the embedded parts of the anchor cage foundation are welded together, and the cross spot welding of the 4 steel bars is done to strengthen the firmness of the anchor and bolt assemblies.
2. Before concrete pouring, the upper anchor plate shall be tested for its levelness for the second time, and the levelness shall be no more than 2mm.
3. When pouring concrete, the upper anchor plate and anchor bolt are sealed with plastic to prevent contamination.

Right-handed rock anchor bolt adopts the design of right spiral rib and one-way right screw thread, reinforced pitch and anchor bolt connection internal thread can be directly and effectively coordinated, it has the following advantages: simple connection and anchoring, strong adhesion, safety and reliability, etc. It is mainly used in underground rail track support engineering of coal mine, for ensuring smooth underground railway safety and coal mine construction industry. Except for low strength and poor safety of domestic old type rock anchor bolt, there are also higher strength and high tensile rock anchor bolt being developed.

Rock Anchor Bolt Production Line – Equipment Introduction

Here is a sample of small steel mill for rock anchor bolt production. Steel Mill adopts all rolling system, the air and gas – double heat furnace, use steel billet as raw material, with alternate arrangement of 6 roughing mills, and finishing mill group in all 6 high rigidity of short stress mills , and setting controlled cooling after rolling equipment, which is 120 m x 10 m step cooling equipment.

High Strength Rock Anchor Bolt Production

Here are list of difficulties and aspects in combination equipments in small steel mills for anchor bolt production:

1. High strength rock anchor bolt steel has high-performance requirements. The raw material composition of steel rebar cannot reach the required yield strength and elongation, so it needs to be controlled in rolling process and heat treatment after rolling. The finished rock anchor bolt yield strength requires high carbon content, but it will lead to poor elongation. There are clear requirements for elongation in the standard, which requires post-rolling heat treatment. However, there is no post-rolling heat treatment equipment in small steel mills.
2. The difficulty of rolling process development lies in the fact that steel rebar produced needs to be directly fitted with nuts, which means its size has to meet the deviation of standard requirements, and the threads on both sides should be exactly on the same spiral line. Therefore, groove width, expansion angle and radius of the base circle should be reasonable in the design of the threading process, and the cross rib spacing and included angle of the finished hole should be precise in both the design and processing.
3. The middle and finishing mill groups without vertical roll rolling of continuous rolling production line, which requires torsion rolling; The second flow balance of rolled pieces cannot be controlled accurately, and the end – end difference will occur. The steelhead and tail have an extra part basically, which influence finished production rate.
4. High processing precision is required for of finished rock anchor bolt products rolling groove; consistent transverse rib spacing between upper and lower rollers; consistent transverse rib spacing between the same roll; the actual pitch spacing of rolled products shall be consistent with the target value, and the design value of the transverse rib spacing shall be taken into account of impacting of sliding forward, cold shrinkage and others.
5. Rolling mill, reducer quality ensures the upper and lower roll speed synchronization, no axial movement for rolling mill.

In order to solve the above problems completely before test run production of rock anchor bolt rebar, marking threads similar to right-handed rock anchor bolt steel transverse ribs were selected for test verification during production, so as to shorten the process development period and improve the success rate.

Design of Rock Anchor Bolt

• According to the use characteristics and dimensions of high strength rock anchor bolt steel, the design ideas of finished pass and finished front pass are determined:
• The finished product’s inner diameter height and width of free expansion surface shall meet the standard requirements; transverse rib filling degree is guaranteed on the premise, width of free expansion surface is as close as possible to the lower limit of the standard;
• Accurately measure the influence of forwarding sliding and cold shrinkage of Kl under certain conditions, and make corresponding data compensation during design, control the spacing deviation of transverse ribs within 0.2mm after the steel bar is cooled;
• Determine the diameter of Kl rolls of different specifications and the number of transverse ribs processed according to the front slip value, outlet speed of rolled pieces, the distance between transverse ribs and adjustment form to ensure the alignment effect and accuracy;
• Adjust the angle of the axis of the transverse rib, which can directly fit with the nut of the same specification under the condition of the horizontal rib alignment.

Rock Anchor Bolt Grades and Mechanical Properties

The proper calculation method of cross-rib alignment is determined through calculation and selection, so as the relationship between cross-rib phase error distance and adjustment parameters, the accurate rib alignment is realized through empirical data compensation, and the accuracy of roll turning and cross-rib machining is improved to create conditions for the successful manufacture of the high-strength rock anchor bolt.

Rock bolt Tunnel support is an important direction of the development of coal roadway support. It is a technological revolution of coal roadway support. The progress of rock bolt tunnel support technology has accelerated the development of mining roadway industry. In the innovation of coal roadway technology, after years of research, Longton finally found the rock bolt support – extremely advantageous technology. The improvement of rebar rock bolt technology can greatly reduce the cost of coal roadway support, improve the safety mining work and improve the production efficiency to a new level.

Nowadays, rebar rock bolt tunnel support technology has become an indispensable technology in coal roadway support. In the supporting system, rebar rock bolt is the most widely used product. Here are some details of how high-quality rebar rock bolt is manufactured:

Mechanical Properties of Tunnel Rebar Rock Bolt

To understand the functions of the rebar rock bolt, you need to know exactly mechanical properties of rebar rock bolt.

Pull and Shear Tests on fully-grouted Rebar Rock Bolt

Anchoring Performance of Tunnel Rebar Rock bolt

Rebar Rock Bolt is Rolled from Rebar

The rebar itself has a good connection for the special screw structure, it will make the connection more tightly and not easy to fall off. And with chemical resin added, the connection becomes more seamless, resin will strengthen the strength of the connection, so that the rebar rock bolt has a strong anchoring ability.

Pure Bonding Force of Rebar Rock Bolt

This bond is mainly related to the spacing of threads and tooth height. For bolt surface has threads, when it starts to work, the rod body rotates along the thread, and resin will flow down the direction of the rod rotation, so that the gap will be filled, which can make the stirring effect. Moreover, the threaded teeth are trapezoidal, which makes the resin contact area larger, it becomes more sticky and effective. Moreover, for the rock rod body is all threaded and of sufficient length, the rebar rock bolt can slide along the rod body to achieve the ideal fixing force without worrying about rod length.

Resistance of Rebar Rock Bolt

Because of the special structure and length of the rebar rock bolt body, the force between thread and resin will increase. During stirring, when the resin flows down the thread, the rod body and the binder bond together, will create resistance to the rebar bolt, and only by overcoming this force can normal stirring be carried out.

Anchorage Methods of Rebar Rock Bolt

Different anchoring methods can achieve different anchoring effects. For example, full-length anchoring of rock bolt can effectively reduce the deformation of coal roadway and avoid the transfer of coal roadway position. This is how the force on the rod body is uniform when the full-length anchorage is used. Of course, if there is a full-length anchorage, there will be a local anchorage, and the local anchorage is mainly at the end, anchoring the end. This is a relatively uneven force.

Application of Rebar Rock Bolt

Rebar Rock Bolts in Mining Stoping Roadway

The use of rebar rock bolt in stoping roadway can greatly reduce the displacement of roof and floor as well as the two sides. Moreover, under the anchorage of the rebar rock bolt, the roof is well protected and will not be deformed or destroyed.

Rebar Rock Bolts in Mining Expansion Roadway

The use of rebar rock bolt support in mining roadway development will greatly increase the safety of roadway. For every project, safety is always the first priority. This kind of support texture is particularly good, not easy to damage, can greatly reduce the cost of maintenance. For it has advantages of operation is more convenient and higher production, it can bring huge economic benefits to customers. The full-length anchoring of rebar rock bolt can effectively improve the stiffness of bolt support system and limit the deformation of surrounding rock. The full-length anchoring bolt can provide anchoring force, improve the stiffness of the bolt support system, and when the stratum separation and deformation occur along its length range, reduce the deformation of surrounding rock. Because the full-length rebar anchor bolt support system has more advantages than resin anchor bolt, the safety and reliability of the support system is higher, therefore, it is the best form of mining roadway bolt supporting system at present.

Rebar Rock Bolts Used in Tunnel

Many projects constructions requires to dig tunnels, such as mining, building tunnels and so on. The excavation of the tunnel will easily loosen the rock structure, which will easily lead to disasters of landslides, it is a threat to people’s personal safety. However, the use of rebar rock bolt – resin anchors above the tunnels during excavation will strengthen the connections between the rocks and effectively prevent the rocks from slipping. So the use of rebar rock bolt keeps the people in the mines safe, so as the carts and machineries get through.

In a word, the appearance of rebar rock bolt has brought great convenience to many projects, and we should make good use of the benefits brought by this technology. However, the technology shall never stop, but also continue to research and innovation, I believe that with continuous efforts, Longton will offer more and more good rock anchor bolt technology to benefit more industries, if you need heat-treated high strength steel rod products, such as wind anchor cage bolt, anchor stud bolt, full thread bars, feel free to contact us now!

Structural Steel Tie Rod Project Introduction:

The construction project of Zunyi Science and Technology Museum has 3 floors, with a total construction area of 16598.58 m2 and a building height of 22.797m. The steel structure of the project includes steel columns, roofing steel truss, the steel structure of the exhibition hall at 12.45 meters, 80 structural steel tie rods on the exhibition ramp, an H-shaped steel beam, and a steel bridge of the ball screen film hall. A section steel column plane is divided into 10 points layout, divided into H section steel column, cross-section steel column.

Roof steel structure for large span cantilever which adopts truss structure. The trusses are divided into 3 parts, and each truss is provided with two supports (one end is sliding support, the other end is hinged support). A connection truss is arranged at the end of the main truss. The maximum cantilever length of the main truss is 18.395m, 20.825m and 12.082m. The chord of truss adopts a square steel pipe, and floor and roof board materials are steel and concrete. The third floor (12.45 meters in the exhibition hall) is hung with steel and concrete composite floor steel beam for hot-rolled H-beam. The large span of 28.8m is used above the ball screen cinema, and the steel beam is welded I-beam, which is supported on the surrounding frame column in the form of hinge. Walking ramp (ramp I and ramp) leading to the exhibition hall on the third floor, it has a span of 27.8m and is supported on the frame column on one side, and it is suspended from the steel structure roof on the other side by 80 structural tie rods. Large span, large overhang, and combination with concrete structure make the construction with steel structural tie rod more difficult.

Structural Steel Tie Rods with Upset and Rolled Threads EAU 2014

The high strength hot-rolled structural Steel tie rod used in Zunyi Science and Technology Museum has a diameter of 80mm, a length of 1L643m, 1L323m, and 1L418m, respectively, and tensile strength of not less than 650MPa. Three side-by-side and vertically connect the main box girder on the upper chord of ramp 1, ramp 3 and roof steel truss. High strength structural tie rod accessories mainly include: pull rod, adjusting sleeve (positive and negative screw), nut, backing plate, temporary U joint, etc.

Keys of Structural Steel Tie Rod Construction

Structural Steel Tie Rod Surface Treatment

This process is the key to ensure that the anti-corrosion life of the structural steel tie rod reaches the design requirements, and also directly affects the safety and stability of the whole structure. Before painting, the surface of the structural tie rod must be thoroughly cleaned of burrs, welding slag, spatters, dust accumulation, rust, oxide scale, oil stains and attachments. Due to the difficult surface shot peening, it is difficult to reach SA2.5 in a conventional way, so the mechanical sandblasting method is used for thorough dusting. The structural steel tie rod shall be coated with a water-borne inorganic zinc-rich primer except for the threaded connection part. The intermediate paint and top paint shall be the same. The primer shall be compatible with fireproof coating, and the paint shall have good adhesion to the substrate. The dry film thickness of each coat: 10 m primer, 100 m intermediate coat.

Before structural steel tie rod construction, it is necessary to coordinate with all departments to work on synchronously tracking, measuring, and controlling the embedded casing pipe, the position of the structural tie rod, ramp beam and the elevation of the top chord of truss.

Flatness Control of Structural Tie Rod Contact Surface

The contact surface is small. Place the level (without support) on the contact surface of an inclined beam of the ramp, rotate the level constantly to judge the flatness, and polish the uneven contact surface with the polishing equipment to ensure the flatness of the contact surface and ensure that there is no angle between the contact surface of the ramp and the inclined beam. If you are interested in other high strength steel rod products, contact us now for more details and the latest price!