CN104594347B - A kind of anchorage system for stable construction bridge - Google Patents

A kind of anchorage system for stable construction bridge Download PDF

Info

Publication number
CN104594347B
CN104594347B CN201510025263.2A CN201510025263A CN104594347B CN 104594347 B CN104594347 B CN 104594347B CN 201510025263 A CN201510025263 A CN 201510025263A CN 104594347 B CN104594347 B CN 104594347B
Authority
CN
China
Prior art keywords
anchorage
trestle
steel wire
wire rope
anchor chain
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN201510025263.2A
Other languages
Chinese (zh)
Other versions
CN104594347A (en
Inventor
刘振楠
郎珉
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.)
China Railway 18th Bureau Group Co Ltd
Original Assignee
China Railway 18th Bureau 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 China Railway 18th Bureau Group Co Ltd filed Critical China Railway 18th Bureau Group Co Ltd
Priority to CN201510025263.2A priority Critical patent/CN104594347B/en
Publication of CN104594347A publication Critical patent/CN104594347A/en
Application granted granted Critical
Publication of CN104594347B publication Critical patent/CN104594347B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00Structural or constructional details of bridges
    • E01D19/14Towers; Anchors ; Connection of cables to bridge parts; Saddle supports

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

A kind of anchorage system for stable trestle, anchorage is inverted asymmetric U-shape structure, and its top is embedded with U-shaped suspension ring;One jiao, the bottom of anchorage is anchorage main body, and anchorage main body is obtuse angle;Another angle, the bottom of anchorage is cutting shoe, and cutting shoe is acute angle;Being embedded with cat ear between cutting shoe and the top of anchorage of anchorage, cat ear is connected with anchor chain;Trestle is symmetrically arranged on two with steel wire rope, and steel wire rope is connected with trestle by winding, ground tackle form;Described steel wire rope is connected with the cat ear of anchorage by anchor chain, and anchor chain and cat ear, steel wire rope are by snapping connection;Anchorage fixes on the ground.

Description

A kind of anchorage system for stable construction bridge
Technical field
The invention belongs to bridge traffic engineering technical field, be specifically related to a kind of anchorage system for stable trestle.
Background technology
Trestle is in civil engineering, the temporary bridge facility built for transport material, equipment, personnel, is divided into timber trestle bridge and steel trestle by the material adopted, and the bridge floor position of trestle is typically based on the structure structure size constructed and locus is determined.The trestle that bridge floor position is higher, exposes pile drift relatively big, and bridge floor passes through or operation is easily caused rocking or toppling of trestle, brings serious potential safety hazard to the safety of workmen.
Summary of the invention
It is an object of the invention to provide a kind of anchorage system for stable construction bridge, to ensure that bridge floor passes through and construction safety.
For achieving the above object, the technical solution adopted in the present invention is a kind of anchorage system for stable trestle, and this system includes anchorage 1, anchor chain 2, steel wire rope 3, trestle 4, and anchorage 1 includes anchorage main body 1.1, cutting shoe 1.2, cat ear 1.3, suspension ring 1.4.
Specifically, described anchorage 1 is inverted asymmetric U-shape structure, and its top is embedded with U-shaped suspension ring 1.4.One jiao, the bottom of anchorage 1 is anchorage main body 1.1, and anchorage main body 1.1 is obtuse angle, plays counterweight effect;Another angle, the bottom of anchorage 1 is cutting shoe 1.2, and cutting shoe 1.2 is acute angle, the surface of cutting shoe 1.2 by prefabricated, polish, inlay the modes such as high-abrasive material and make it sharp, in anchor chain 2 tensioning process, play acting on grabbing.Being embedded with cat ear 1.3 between cutting shoe 1.2 and the top of anchorage 1 of anchorage 1, cat ear 1.3 is connected with anchor chain 2.
Trestle 4 is symmetrically arranged on two with steel wire rope 3, and steel wire rope 3 is connected with trestle 4 by winding, ground tackle form, makes trestle 4 stress balance;Described steel wire rope 3 is connected with the cat ear 1.3 of anchorage 1 by anchor chain 2, and anchor chain 2 and cat ear 1.3, steel wire rope 3 are by snapping connection;Anchorage 1 fixes on the ground;Adjusting both sides anchor chain 2 by symmetry and make its tensioning, the purpose the final and trestle 4 that reach anchoring form rock-steady structure.
The material of described anchorage 1 is armored concrete or metal.
Compared with prior art, the present invention has the following advantages.
Present invention efficiently solves owing to pile own length in trestle bottom is relatively big, trestle is current or and shortcoming that cause trestle rock and topple excessive due to moment in operation process.Owing to being respectively provided with one or multi-channel anchorage system in trestle both sides, by the tensioning of anchor chain, anchorage system and trestle are collectively forming redundant structure, are finally reached the effect of stable trestle.Anchorage system can be applicable to the construction bridge under rivers or usual terms.
Accompanying drawing explanation
Fig. 1 is the structure chart of anchorage.
Fig. 2 is a kind of anchorage system overall structure figure for stable trestle.
In figure: 1, anchorage main body;2, cutting shoe;3, cat ear;4, suspension ring, 1.1, anchorage;1.2, anchor chain;1.3, steel wire rope;1.4, trestle.
Detailed description of the invention
As shown in Figure 1-2, a kind of anchorage system for stable trestle, this system includes anchorage 1, anchor chain 2, steel wire rope 3, trestle 4, and anchorage 1 includes anchorage main body 1.1, cutting shoe 1.2, cat ear 1.3, suspension ring 1.4.
Specifically, described anchorage 1 is inverted asymmetric U-shape structure, and its top is embedded with U-shaped suspension ring 1.4.One jiao, the bottom of anchorage 1 is anchorage main body 1.1, and anchorage main body 1.1 is obtuse angle, plays counterweight effect;Another angle, the bottom of anchorage 1 is cutting shoe 1.2, and cutting shoe 1.2 is acute angle, the surface of cutting shoe 1.2 by prefabricated, polish, inlay the modes such as high-abrasive material and make it sharp, in anchor chain 2 tensioning process, play acting on grabbing.Being embedded with cat ear 1.3 between cutting shoe 1.2 and the top of anchorage 1 of anchorage 1, cat ear 1.3 is connected with anchor chain 2.
Trestle 4 is symmetrically arranged on two with steel wire rope 3, and steel wire rope 3 is connected with trestle 4 by winding, ground tackle form, makes trestle 4 stress balance;Described steel wire rope 3 is connected with the cat ear 1.3 of anchorage 1 by anchor chain 2, and anchor chain 2 and cat ear 1.3, steel wire rope 3 are by snapping connection;Anchorage 1 fixes on the ground;Adjusting both sides anchor chain 2 by symmetry and make its tensioning, the purpose the final and trestle 4 that reach anchoring form rock-steady structure.
The material of described anchorage 1 is armored concrete or metal.
Embodiment one
For the trestle at rivers place, prefabricated anchorage can be transported to appointment position by barge, crane barge, slowly transfers to, at the bottom of rivers, then connecting anchor chain, steel wire rope and trestle, reach anchoring effect.
Embodiment two
For the trestle in anhydrous location, directly specifying position to carry out prefabricated to anchorage, after treating that anchorage reaches design strength, being attached by anchor chain and steel wire rope and trestle, anchoring effect can be reached.

Claims (2)

1. the anchorage system being used for stablizing trestle, it is characterized in that: this system includes anchorage (1), anchor chain (2), steel wire rope (3), trestle (4), anchorage (1) includes anchorage main body (1.1), cutting shoe (1.2), cat ear (1.3), suspension ring (1.4);
Specifically, described anchorage (1) is inverted asymmetric U-shape structure, and its top is embedded with U-shaped suspension ring (1.4);One jiao, the bottom of anchorage (1) is anchorage main body (1.1), and anchorage main body (1.1) is obtuse angle;Another angle, bottom of anchorage (1) is cutting shoe (1.2), and cutting shoe (1.2) is acute angle;Being embedded with cat ear (1.3) between cutting shoe (1.2) and the top of anchorage (1) of anchorage (1), cat ear (1.3) is connected with anchor chain (2);
Trestle (4) is symmetrically arranged on two with steel wire rope (3), and steel wire rope (3) is connected with trestle (4) by winding, ground tackle form;Described steel wire rope (3) is connected with the cat ear (1.3) of anchorage (1) by anchor chain (2), and anchor chain (2) and cat ear (1.3), steel wire rope (3) are by snapping connection;Anchorage (1) fixes on the ground.
2. a kind of anchorage system for stable trestle according to claim 1, it is characterised in that: the material of described anchorage (1) is armored concrete or metal.
CN201510025263.2A 2015-01-19 2015-01-19 A kind of anchorage system for stable construction bridge Active CN104594347B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510025263.2A CN104594347B (en) 2015-01-19 2015-01-19 A kind of anchorage system for stable construction bridge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510025263.2A CN104594347B (en) 2015-01-19 2015-01-19 A kind of anchorage system for stable construction bridge

Publications (2)

Publication Number Publication Date
CN104594347A CN104594347A (en) 2015-05-06
CN104594347B true CN104594347B (en) 2016-07-06

Family

ID=53120374

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510025263.2A Active CN104594347B (en) 2015-01-19 2015-01-19 A kind of anchorage system for stable construction bridge

Country Status (1)

Country Link
CN (1) CN104594347B (en)

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5519362A (en) * 1978-07-27 1980-02-12 Tokyo Seikou Kk Removable anchor work
CN2505514Y (en) * 2001-08-17 2002-08-14 仇凤明 Wing-type metal ground anchor
KR101498343B1 (en) * 2012-11-19 2015-03-03 (주)대성스틸랜드 Ground anchor head fixing syatem
CN103195073A (en) * 2013-04-26 2013-07-10 东南大学 Anchorage foundation for suspension bridge
CN204456102U (en) * 2015-01-19 2015-07-08 中铁十八局集团有限公司 A kind of anchorage system for stable trestle

Also Published As

Publication number Publication date
CN104594347A (en) 2015-05-06

Similar Documents

Publication Publication Date Title
CN101914897B (en) Construction method of single main cable inclined-suspender earth anchored suspension bridge
CN202936736U (en) Cable-stayed bridge composite beam construction bridge floor crane
CN109183629A (en) A kind of great cantilever bent cap precast assembly method
CN207513158U (en) Concrete stack shell constructing device
CN103882812A (en) Construction method for midspan main beams of cable-stayed bridge
CN102797478A (en) Method for preventing bottom squeeze of soft rock roadway by using distributed shear-resistant slip-resistant reinforced concrete pile
CN103774565A (en) Hollow slab grider bridge longitudinal prestressing reinforcement method
CN105369736B (en) Outer anchoring structure of cable-stayed bridge tower body
CN104060542A (en) Transverse bridge direction prestress exerting device for combined beam cable-stayed bridge and transverse bridge direction prestress exerting method
CN102587284B (en) Independent derrick mast and beam plate mounting method
CN104631320A (en) Tunnel anchor of single-hole double-anchor system
CN102733314A (en) Walking mechanism for moving hanging basket by front clamp type jack and construction method of walking mechanism
CN205772794U (en) A kind of suspender of revealing all the details of concrete prefabricated element
CN106088757B (en) A kind of construction method for ring beam in the middle part of ultra-large silo and top barrel
JP5918056B2 (en) Bridge erection method
KR100981982B1 (en) Precast coping lifting system
CN104594347B (en) A kind of anchorage system for stable construction bridge
CN204456102U (en) A kind of anchorage system for stable trestle
CN209039991U (en) A kind of great cantilever bent cap precast assembly structure
CN105040592B (en) A kind of horizontal drawing cable bridge and its erection method
CN103590332A (en) Tunnel type anchorage suitable for soft rock area
CN103061268A (en) Expressway (double span) overpass bridge erecting method
CN105484171B (en) One kind becomes top of the slope and enters precast frame bridges and culverts external tendon prestress strengthening method
CN202323726U (en) Lifting and sling device of plate girders
CN105887701A (en) Suspension bridge superstructure demolition and replacement installation method

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant