Cold Cast Upsetting Anchor (enterprise Standard), Φ5 Φ7 Enterprise Standard Cold Cast Anchor

Product Description

Cold Cast Upsetting Anchor (enterprise Standard), Φ5 Φ7 Enterprise Standard Cold Cast Anchor

- Dawson Group Ltd. - China Manufacturer, Supplier, Factory

High-strength steel wire cables for engineering use are divided into semi-parallel hot-extruded polyethylene steel wire cables and parallel steel wire cable strands.

The semi-parallel hot-extruded polyethylene steel wire cable is made of high-strength galvanized or zinc-aluminum alloy steel wires, closely arranged in a regular hexagon or a missing corner hexagon, twisted slightly with a left-hand twist, and then wrapped with a polyester fiber tape and wrapped outside the steel wire. Hot extruded high-density polyethylene sheathing forms the steel wire bundles. Anchors are installed at both ends of the steel wire bundle by casting, and the final tensile member is formed. Mainly used in cable-stayed bridges, arch bridges, suspension bridge slings, railway stations, airports, structures

Prestressed structures such as sports stadiums and coal sheds, product specifications are φ5x7~φ5x649, φ7x7~φ7x649, and the maximum diameter is φ229mm.

Parallel steel wire rope strands are composed of several high-strength galvanized or zinc-aluminum alloy steel wires, arranged in parallel groups in a regular hexagonal shape, and wrapped around binding tape at certain distances to form rope strands. Anchors are installed at both ends of the cable strands by casting, and the final tensile member is formed. Mainly used in suspension bridge main cables, product specifications are 61 wire, 91 wire, 127 wire and 169 wire.


Cold cast anchor (enterprise standard)

●Enforce internal corporate standards.

●The structure consists of a cable body and anchors at both ends. The anchor consists of a fixed end anchor cup and a tensioning end anchor cup.

●Scope of application: Prestressed structures such as buildings and bridges.

●φ5mm seriesσb≥1670MPa


Φ5Cold cast upsetting anchor (enterprise standard)

Product parameters

Specifications: Tension end anchor cup length L1 (mm) Fixed end anchor cup length L2 (mm) Nut height H (mm) Nut outer diameter d1 (mm) Anchor cup outer diameter d2 (mm) Tension end internal thread d3 (mm) Breaking tension (KN) Reference size of embedded pipe (mm)
DS-LZMΦ5x 55 280 240 75 190 Tr140x6 Tr110x6 1803 168x8
DS-LZMΦ5x 61 310 240 75 190 Tr140x6 Tr110x6 2000 168x8
DS-LZMΦ5x 73 350 280 100 210 Tr160x8 Tr120x8 2394 180x5
DS-LZMΦ5x 85 350 280 100 210 Tr160x8 Tr120x8 2787 180x5
DS-LZMMΦ5x 91 365 295 100 230 Tr170x8 Tr130x8 2984 194x6
DS-LZMΦ5x 109 390 295 120 240 Tr180x10 Tr135x10 3574 203x6
DS-LZMΦ5x 121 400 305 120 250 Tr190x10 Tr140x10 3968 219x8
DS-LZMΦ5x 127 410 315 120 260 Tr200x10 Tr150x10 4164 245x15
DS-LZMΦ5x 139 430 325 120 270 Tr200x10 Tr150x10 4558 245x15
DS-LZMΦ5x 151 440 325 120 270 Tr200x10 Tr150x10 4951 245x15
DS-LZMΦ5x 163 460 345 140 280 Tr210x12 Tr155x12 5345 245x10
DS-LZMΦ5x 187 470 355 140 290 Tr220x12 Tr160x12 6132 273x18
DS-LZMΦ5x 199 500 360 140 300 Tr230x12 Tr165x14 6525 273x12
DS-LZMΦ5x 211 500 360 140 300 Tr230x12 Tr170x14 6919 273x12
DS-LZMΦ5x 223 510 370 170 310 Tr240x12 Tr175x14 7312 273x8
DS-LZMΦ5x 241 530 380 170 330 Tr250x14 Tr180x14 7902 273x6.5
DS-LZMΦ5×253 560 390 170 340 Tr260x14 Tr190x16 8296 299x12
DS-LZMΦ 5265 570 400 170 340 Tr260x14 Tr190x16 8689 299x12
DS-LZMΦ5×283 580 410 170 350 Tr270x14 Tr200x16 9280 299x7.5
DS-LZMΦ5x 301 590 420 190 360 Tr280x16 Tr205x16 9870 325x14

Cold cast anchor (enterprise standard)

●Enforce internal corporate standards.

●The structure consists of a cable body and anchors at both ends. The anchor consists of a fixed end anchor cup and a tensioning end anchor cup.

●Scope of application: Prestressed structures such as buildings and bridges.

●φ7mm seriesσb≥1670MPa

φ7 enterprise standard cold cast anchor

Product parameters

Specifications: Tension end anchor cup length L1 (mm) Fixed end anchor cup length L2 (mm) Nut height H (mm) Nut outer diameter d1 (mm) Anchor cup outer diameter d2 (mm) Tension end internal thread d3 (mm) Breaking tension (KN) Reference size of embedded pipe (mm)
DS-LZMΦ7x 55 385 340 80 230 Tr170x6 Tr140×6 3535 Φ194x5
DS-LZMΦ7x 61 385 340 80 230 Tr170x6 Tr140×6 3920 Φ194x5
DS-LZMΦ7x 73 405 360 100 250 Tr190x8 Tr155x6 4692 Φ219×8
DS-LZMΦ7x 85 405 360 100 250 Tr190x8 Tr155x6 5463 Φ219×8
DS-LZMΦ7x 91 440 370 100 260 Tr200x8 Tr165x8 5848 Φ245x15
DS-LZMΦ7x 109 460 390 120 290 Tr220x10 Tr180x8 7005 Φ245×6.5
DS-LZMΦ7x 121 510 415 120 300 Tr230x10 Tr185×8 7777 Φ273x15
DS-LZMΦ7x 127 520 425 120 310 Tr240x10 Tr195x10 8162 Φ273x8
DS-LZMΦ7x 139 520 425 120 310 Tr240x10 Tr195x10 8933 Φ273x8
DS-LZMΦ7x 151 530 435 120 330 Tr250×10 Tr195x10 9705 Φ273x6.5
DS-LZMΦ7x 163 550 455 120 340 Tr260x10 Tr205×10 10476 Φ299x12
DS-LZMΦ7x 187 580 485 150 350 Tr270×12 Tr215x10 12018 Φ299×7.5
DS-LZMΦ7x 199 620 515 150 370 Tr280x12 Tr220x10 12790 Φ325x15
DS-LZMΦx 211 630 525 150 380 Tr290×12 Tr230×10 13561 Φ325x10
DS-LZMΦ7x 223 640 535 150 390 Tr30012 Tr235x10 14332 Φ325x7.5
DS-LZMΦ7x 241 665 545 170 400 Tr310x14 Tr240x12 15489 Φ351x13
DS-LZMΦ7x 253 700 570 170 420 Tr320x14 Tr250x12 16260 Φ351x9
DS-LZMΦ7x 265 700 570 170 420 Tr320x14 Tr255x12 17031 Φ351x9
DS-LZMΦ7x 283 730 590 170 430 Tr330x14 Tr265x14 18188 Φ377x15
DS-LZMΦ7×301 750 610 190 440 Tr340×16 Tr270×14 19345 Φ377x10
DS-LZMΦ7x 313 795 630 190 470 Tr360x16 Tr285×16 20116 Φ402x12
DS-LZMΦ7x 337 795 630 190 470 Tr360x16 Tr285×16 21659 Φ402x12
DS-LZMΦ7x 349 815 650 190 480 Tr360x16 Tr295x16 22430 Φ402x12
DS-LZMΦ7x 367 815 650 190 480 Tr370x18 Tr295x16 23587 Φ406x10
DS-LZMΦ7x 379 865 690 220 510 Tr390x18 Tr310x16 24358 Φ426x10
DS-LZMΦ7x 421 890 720 220 520 Tr400x18 Tr320x16 27057 Φ450x15


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Instructions for use of cable

Instructions for using the cable:

01

After the cable product arrives at the designated location, it must be hoisted with fiber tape to protect the surface of the cable and the packaging from damage. The hoisting method adopts three-point hoisting, and the hoisting process needs to be carried out with care. (See Figure 1) During the lifting process, the cable should be prevented from colliding with other objects, causing damage to the cable. (See Figure 2)

The storage location for cable products should be dry, with the bottom padded with sleepers and completely covered with rain-proof cloth.

02

The storage location for cable products should be dry, with the bottom padded with sleepers and completely covered with rain-proof cloth. When stacking stay cables, sleepers should be used to cushion each layer of stay cables, and they should be stacked neatly, with no more than two bundles at most (see Figure 3).


03

The diameter of the cable is less than 50mm. The cable with a short length (less than 10m) can be directly hoisted and released by a crane (the cable should be left for a period of time to release the internal stress after the cable is released). The diameter is greater than 50mm and the length is longer. It is advisable to use a special cable tray to place the cable (see Figure 4). The main cable should be placed using a special cable tray (Figure 5).


04

Before placing the cables, steel bars and other hard sharp objects at the construction site should be cleaned up; avoid contact between the cable body and the ground. Smooth rubber rollers should be laid on the ground, and vertical protective rollers should be set up to ensure that the cable body is not scratched by hard objects on the ground during construction. .

05

During the pulling process of the cable, necessary special lifting clamps and traction tools must be used. The clamps are lined with rubber washers and then fixed on the surface of the cable body. It is strictly prohibited to directly bundle the steel wire rope on the surface of the steel cable sheath to avoid collision between the steel rope and other steel components (see Figure 6).

06

The packaging material wrapped around the cable is a protective layer that prevents the cable from direct contact with the outside world. It can also prevent contact scratches on the cable during transportation and release. At the same time, it also prevents external debris from contaminating the surface of the colored cable body after the cable is hung. Therefore, it is recommended not to open the packaging before the completion of the project. It is best to remove it after the completion of the project to ensure that the colored PE cable is intact and the color is intact. consistent.

07

When adjusting the cable tension, a special wrench or tool should be used to adjust the anchor, and a pad should be added between the two. It is strictly forbidden to use chain pliers, vise and other tools for direct loading to prevent damage to the surface protective layer.

08

The surface of the cable anchors is electro-galvanized before leaving the factory. Each batch of cables should be installed as soon as possible after arriving at the site. After installation, all exposed anchors of the cables should be repainted (painted). The painting method can be the same as that of the steel structure. Anti-corrosion grease should be applied to the exposed threaded parts, and the joints should be protected with sealing silicone to prevent corrosion. Ensure the protective performance and service life of the cable.

09

For high vanadium coated cables, the cable body will be tightened with iron wires before leaving the factory. The iron wires should not be removed before installation and tensioning to prevent skipping or drumming of the cable body.

Cable Fittings:






Health Monitoring

System Structure

Description of main features of the system

01 System measurement accuracy: 1.5%F.S;

02 Sensor installation method: installed inline at each anchor plate, meeting the IP67 protection level, and realizing the function of the rigging's own measuring device;

03 Sensor calibration method: The rigging is calibrated before leaving the factory, and no calibration is required on site;

04 The collection equipment is installed on the sensor side and connected through wired cables. The collection equipment is wirelessly transmitted to the network management gateway, and the gateway transmits it to the cloud platform through the GPRS network for display, storage and query, and the data collection granularity can be set;

05 The system can automatically complete remote data transmission. The cloud platform center processes and analyzes the measured data, and can realize the function of sending detection data reports and over-value warning information to the client. It has strong compatibility, and the measurement end, collection end, and platform can all implement standardized data interfaces to facilitate customer data application or development.

The entire system is divided into perception layer, collection and transmission layer, cloud processing layer and application layer. The sensing layer installs sensors through welding to realize real-time monitoring of the load stress of the rigging. The acquisition device collects signals and transmits them to the cloud platform through the ZIGBEE/GPRS wireless network. The cloud platform center processes and analyzes the uploaded data. Finally, Test results, data reports, and early warning confidence are sent to the client.


Software Application

The software application is mainly based on the rigging requirements, briefly sorting out the framework and function points of existing localized products, cloud platforms, and considering the support for the rigging detection system. The system can provide a good human-computer interaction interface to facilitate user operation and has the following functions:


Perception System


Smart Cable

Cables are widely used in large structures such as large bridges and have very important social significance and economic value to the bridge operation department. Intelligent cables will generally adopt institutional health detection technology that installs the detection system on the bridge after the bridge is completed, leaping to the point where the detection system and the structural system are truly organically integrated.


Working Principle

The intelligent cable system consists of intelligent induction nuts, cable bodies and other cable components, collection and transmission equipment, cloud and application terminals. When the cable is stressed, strain can be induced on the cable nut and cable body, and the acquisition equipment can collect the data at the sensing end and transmit it to the cloud through wired or wireless transmission, so that the detection data can be directly viewed or processed.


Intelligent Cable Force Measurement Process

① Intelligent cable production → ② Intelligent cable calibration → ③ On-site installation and layout of cable and equipment → ④ Load monitoring, of which ① and ② are completed in the factory, and ③ and ④ are implemented at the construction site. The development of smart cables can realize the load detection of the cable during tensioning and long-term load monitoring after anchoring, and at the same time realize portable installation, which can meet the construction requirements of current structures.



Smart Steel Tie Rod

Steel tie rods have the advantages of high strength, good toughness, economy and applicability, and have been widely used as direct units in prestressed steel structures. Whether the prestressed steel tie rods meet the design requirements during construction will be directly related to the load-bearing capacity and safety performance of the prestressed structure. Therefore, the detection and monitoring of its internal forces have become an important part of the construction stage. At present, the force measurement methods of steel tie rods mostly use the torque coefficient method or the hydraulic conversion method. The measurement results are affected by many factors, and the comprehensive factors are relatively large. It is difficult to meet the current construction requirements of prestressed steel structures. Smart steel tie rods are designed to realize the sensing and monitoring of structures through a set of smart steel tie rod systems. Provide effective evaluation data for construction personnel, construction and operation units, and colleagues on site Achieve convenient, fast, safe and effective installation.

Working Principle

The smart steel tie rod system consists of steel tie rod components such as induction fork lug pins or smart connections, collection and transmission equipment, cloud, and application terminals. The sensing principle adopts principles such as vibrating wire and resistance. When the steel tie rod is stressed, it can be sensed on the fork lug pin or connecting sleeve. The data of the sensing section is collected through the acquisition and transmission equipment and transmitted to the cloud through wired or wireless transmission. On the application side, you can directly check the stress status of the steel tie rod or process the detection data.



Smart Steel Tie Rod Force Measurement Process

① Production and production of smart steel tie rods → ② Calibration of smart steel tie rods → ③ On-site installation and layout of steel tie rods and equipment → ④ Load monitoring, of which ① and ② are processed in the factory, and ③ and ④ are implemented at the construction site.

The development of smart steel tie rods can realize load detection of steel tie rods during tensioning and long-term load monitoring after installation, while also achieving portable installation, which can meet the construction requirements of current structures.

Fork lugs, tie rods, smart connection sleeves

Portable display signal cable cloud terminal display equipment

Collection and transmission equipment



Advantage comparison

1High compatibility

Intelligent rigging itself is a system that can be connected to other subsystems as a main system or integrated into other systems as a subsystem. It has high compatibility; traditional sensors have poor compatibility and are incompatible with many systems and have great limitations.

2 System implementation efficiency

The system can be quickly brought online without complicated wiring.

3 On-site installation efficiency

Intelligent sensors, cables and rigging adopt integrated equipment or installation, which does not affect the normal installation and use of rigging, and the system adopts a wireless distributed design. Traditional sensors require on-site technical guidance from professionals for installation, and no wiring is required on-site, reducing on-site implementation and maintenance costs.

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