CN105755952B - Implanted elastic caoutchouc stand apparatus and its construction method being connected for prefabricated concrete bridge pier stud with cushion cap - Google Patents
Implanted elastic caoutchouc stand apparatus and its construction method being connected for prefabricated concrete bridge pier stud with cushion cap Download PDFInfo
- Publication number
- CN105755952B CN105755952B CN201610234621.5A CN201610234621A CN105755952B CN 105755952 B CN105755952 B CN 105755952B CN 201610234621 A CN201610234621 A CN 201610234621A CN 105755952 B CN105755952 B CN 105755952B
- Authority
- CN
- China
- Prior art keywords
- power consumption
- steel plate
- elastic caoutchouc
- lashing
- steel pipe
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/04—Bearings; Hinges
- E01D19/041—Elastomeric bearings
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
A kind of implanted elastic caoutchouc stand apparatus, including elastic caoutchouc bearing, upper reinforcement steel plate, lower reinforcement steel plate, the lashing of post-tensioned prestressing beam is opened at elastic caoutchouc bearing center power consumption reinforced hole for interspersed power consumption reinforcing bar is provided with steel pipe hole, its periphery；The lashing steel pipe hole on its position, form and elastic caoutchouc bearing, the one-to-one lashing steel pipe hole of power consumption reinforced hole are had on upper and lower reinforcement steel plate, consume energy reinforced hole；Under use state, post-tensioned prestressing beam lashing steel pipe, power consumption reinforcing bar sequentially pass through respectively strengthens steel plate, elastic caoutchouc bearing, the lower lashing steel pipe hole for strengthening being opened on steel plate, power consumption reinforced hole, the upper and lower above and below strengthened steel plate and be adjacent to elastic caoutchouc bearing respectively；Ring is welded with WELDING STUDS between the lashing steel pipe and power consumption reinforcing bar of upper and lower reinforcement steel plate, and stirrup is arranged circumferentially on the outside of power consumption reinforcing bar.Its construction method provides the connection method of a kind of cast-in-situ steel reinforced concrete cushion cap and bridge pier " shock-resistant and energy-dissipating ".
Description
Technical field
The present invention relates to the implanted interconnection technique and used elasticity of a kind of prefabricated concrete bridge pier stud and cushion cap
Attachment means and its connection construction method, particularly a kind of implanted elastic caoutchouc stand apparatus and its for precast concrete bridge
The construction method that beam pier stud is connected with cushion cap.
Background technology
The precast assembly technology of bridge pier is to speed up bridge construction and reduces the effective ways of Traffic interruption, meets energy-conservation, ring
Protect, the economic construction theory of low-carbon, it will lead the development and application of complete prefabricated bridge structure；Current domestic precast pier with
The interconnection technique of cushion cap is mainly using " wet seam " type of attachment of cast-in-place concrete or the type of attachment of " being glued seam "；Both
Mode has the following disadvantages：
（1）" wet seam " precast assembly bridge pier of cast-in-place concrete：Although it can reach and the cast-in-place bridge pier phase of monoblock type
Same mechanical property, but such precast pier, in the case of geological process, the connecting portion of bridge pier and cushion cap is made in horizontal loading
Excessive moment of flexure occurs under, so that there is plastic hinge, serious cracking behaviors, while structure after shake then occurs in concrete
Residual deformation it is excessive, this can all cause high maintenance cost, in addition structure because normal operating condition can not be repaired and
It is removed.Any of the above factor limits the popularization and application of the assembling technique in earthquake territory of " wet seam ".
（2）The type of attachment of " being glued seam "：Each bridge pier section is typically connected using unbonded prestressing tendon, in plastic hinge
Region section is encrypted by stirrup, steel bushing energy-dissipating device or power consumption reinforcing bar, with this come make up merely by presstressed reinforcing steel connect
Energy dissipation capacity is low caused by connecing；, can by the way of stirrup encryption under cyclic load but most of results show
To obtain preferable ductile performance, but easily cause the Mass Cracking of section concrete；In plastic hinge region using steel bushing power consumption dress
Put, preferable ductile performance can be obtained, the residual displacement of structure is smaller, but Structural Energy Dissipation ability is relatively small, and easily makes
The cracking of pier stud concrete at into cushion cap；The energy dissipation capacity of structure can be increased using power consumption reinforcing bar, but structure can be increased
Residual displacement, bridge pier root crushing of concrete is serious, and thc Ductility Factor of Piers reduces；Due to disappearing to pier stud and cushion cap junction antidetonation
The deficiency of energy Study on Measures, limits development and application of the precast pier in Anti-Seismic Region.
The content of the invention
It is an object of the invention to provide a kind of implanted elastic caoutchouc stand apparatus and its for prefabricated concrete bridge pier
The construction method that post is connected with cushion cap, the implanted elastic caoutchouc stand apparatus make to form plastic hinge at the big moment of flexure point of structure, increased
Add the ductile performance of structure, the power consumption reinforcing bar of implantation makes structure be provided simultaneously with good energy dissipation capacity, there is provided a kind of cushion cap with
The connection method of bridge pier " shock-resistant and energy-dissipating "；To solve above mentioned problem existing for prior art.
The technical scheme to solve the above problems is：A kind of implanted elastic caoutchouc stand apparatus, including elastic caoutchouc bearing,
Upper reinforcement steel plate and lower reinforcement steel plate, it is characterised in that：Post-tensioned prestressing beam lashing steel is provided with elastic caoutchouc bearing center
Pore I, elastic caoutchouc bearing periphery are provided with the power consumption reinforced hole I for interspersed power consumption reinforcing bar；Upper reinforcement steel plate, lower reinforcement steel plate
On have post-tensioned prestressing beam lashing steel pipe hole II, a lashing steel pipe hole III, periphery is provided with for interspersed power consumption reinforcing bar
Power consumption reinforced hole II, power consumption reinforced hole III, it is upper reinforcement steel plate, it is lower strengthen steel plate on lashing steel pipe hole II, lashing use
Steel pipe hole III and power consumption reinforced hole II, the consume energy position of reinforced hole III, form are used with the lashing on elastic caoutchouc bearing respectively
Steel pipe hole I, power consumption reinforced hole I correspond；
Under use state, post-tensioned prestressing beam lashing steel pipe, which sequentially passes through, strengthens steel plate, elastic caoutchouc bearing, lower reinforcement
The lashing opened on steel plate steel pipe hole II, lashing steel pipe hole I and lashing steel pipe hole III, power consumption reinforcing bar, which sequentially passes through, to be added
Strong steel plate, elastic caoutchouc bearing, the lower power consumption reinforced hole II for strengthening being opened on steel plate, power consumption reinforced hole I and power consumption reinforced hole III,
The upper top and bottom strengthened steel plate and be adjacent to elastic caoutchouc bearing respectively with lower reinforcement steel plate；In upper reinforcement steel plate, lower strengthen steel plate
Ring is welded with WELDING STUDS between post-tensioned prestressing beam lashing steel pipe and power consumption reinforcing bar, and hoop has been arranged circumferentially on the outside of power consumption reinforcing bar
Muscle.
Related another technical scheme is：The construction method that a kind of prefabricated concrete bridge pier stud is connected with cushion cap, it is
Realize what cast-in-situ steel reinforced concrete cushion cap was connected with Section 1 section bridge pier using the above-mentioned implanted elastic caoutchouc stand apparatus of the present invention
Construction method, implanted elastic caoutchouc stand apparatus is embedded in cast-in-situ steel reinforced concrete cushion cap and connected with Section 1 section bridge pier
Place is met, will be passed through between cast-in-situ steel reinforced concrete cushion cap, Section 1 section bridge pier, 2~n precast segment bridge piers section, bent cap
The post-tensioning prestressing without bondn system being made up of prestressed anchor system, prestressing tendon is attached；The connection construction includes
Following four step：
A, implanted elastic caoutchouc stand apparatus is made：
A1, perforate：Post-tensioned prestressing beam lashing is opened at the elastic caoutchouc bearing center of implanted elastic caoutchouc stand apparatus
With steel pipe hole I, the power consumption reinforced hole I for interspersed power consumption reinforcing bar is opened on elastic caoutchouc bearing periphery；In upper reinforcement steel plate, add down
Post-tensioned prestressing beam lashing steel pipe hole II, lashing steel pipe hole III are opened on strong steel plate respectively, periphery is opened for interspersed power consumption steel
Power consumption reinforced hole II, the power consumption reinforced hole III of muscle；Lashing steel pipe hole II, lashing steel pipe hole III on upper and lower reinforcement steel plate
30 and power consumption reinforced hole II, the position of opening of reinforced hole III, the form of consuming energy respectively with the lashing steel on elastic caoutchouc bearing
Pore I, power consumption reinforced hole I correspond；
A2, spelling：Post-tensioned prestressing beam lashing steel pipe, power consumption reinforcing bar are each passed through upper reinforcement steel plate, elastic caoutchouc branch
Seat, the lower respective aperture strengthened steel plate and opened, the upper top and bottom strengthened steel plate and be adjacent to elastic caoutchouc bearing respectively with lower reinforcement steel plate；
The ring welding WELDING STUDS between upper reinforcement steel plate, the lower post-tensioned prestressing beam lashing steel pipe for strengthening steel plate and power consumption reinforcing bar,
Stirrup is arranged circumferentially on the outside of power consumption reinforcing bar；
B, pre-buried prestressed anchor system and implanted elastic caoutchouc stand apparatus：
B1：Cast-in-situ steel reinforced concrete cushion cap, and prestressed anchor system is embedded in reinforced concrete pile cap bottom, and it is solid
Determine post-tensioned prestressing beam；
B2：Implanted elastic caoutchouc stand apparatus is embedded in cast-in-situ steel reinforced concrete cushion cap and Section 1 section bridge pier
Junction；Post-tensioned prestressing beam is finally sequentially passed through to the post-tensioning in cast-in-situ steel reinforced concrete cushion cap and elastic support means center
Prestressing tendon lashing steel pipe, reach above elastic caoutchouc bearing；
C, precast concrete bridge pier section, bent cap：
Bottom template by the upper reinforcement steel plate of implanted elastic caoutchouc stand apparatus as Section 1 section bridge pier, and
Other segmented prefabricated precast concrete bridge pier sections；Prefabricated bent cap, after pre-buried in the middle part of precast concrete bridge pier section, the bent cap
Tension prestress beam lashing steel pipe；
D, bridge pier is assembled：
D1, it will lead between Section 1 section bridge pier, cast-in-situ steel reinforced concrete cushion cap and implanted elastic caoutchouc stand apparatus three
WELDING STUDS, the positioning of post-tensioned prestressing beam lashing steel pipe are crossed, implanted elastic caoutchouc stand apparatus is held with cast-in-situ steel reinforced concrete
Platform, Section 1 section precast concrete bridge pier form entirety, and the shearing changing of the relative positions occurs for limitation junction, and strengthens the shearing resistance energy of junction
Power；
D2,2~n precast segments concrete pier ..., bent cap are installed successively, and weld each precast segment concrete bridge
The post-tensioned prestressing beam lashing steel pipe of pier；By between precast concrete bridge pier section, precast concrete bridge pier section and bent cap it
Between be attached, and provide shearing resistance by frictional force at contact surface；Between each precast concrete bridge pier section, Section 1 section
Between precast concrete bridge pier and cast-in-situ steel reinforced concrete cushion cap, between the n-th precast segment concrete pier section and bent cap, lead to
Cross post-tensioned prestressing system to be anchored, n span is：N is the arbitrary integer between 2~30.
Due to using above-mentioned technical proposal, the implanted elastic caoutchouc stand apparatus of the present invention and its for precast concrete
The construction method that bridge pier column is connected with cushion cap has the characteristics that and beneficial effect：
The implanted elastic caoutchouc stand apparatus of the present invention is as prefabricated concrete bridge pier stud and cast-in-situ steel reinforced concrete
The implanted interconnection technique of cushion cap and used elastic connecting device, in use, the implanted elastic caoutchouc stand apparatus is pre-
Be embedded in cast-in-situ steel reinforced concrete cushion cap and first segment bridge pier junction, by be welded on strengthen steel plate WELDING STUDS, after
Tension prestress beam lashing fastener for connection cast-in-situ steel reinforced concrete cushion cap and first segment bridge pier；The elastic caoutchouc bearing dress of implantation
Put, plastic hinge is formed at the big moment of flexure point of structure to reach the inelastic response of structure, adds the ductile performance of structure, center
Its detrusion of the post-tensioned prestressing beam lashing steel tube confinement at place；Power consumption reinforcing bar through elastic caoutchouc stand apparatus is embedded in now
Pour in reinforced concrete pile cap and extend to first segment pier coping portion, enhance Structural Energy Dissipation ability；Overall structure passes through rear
Tension prestress system connects；Provide a kind of cast-in-situ steel reinforced concrete cushion cap and first segment bridge pier junction " shock-resistant and energy-dissipating "
Connection method.
2nd, the implanted elastic caoutchouc stand apparatus of the present invention and its it is connected for prefabricated concrete bridge pier stud with cushion cap
Construction method collaboration soap-free emulsion polymeization post-tensioned prestressing system form a kind of precast pier assembling method, this structure is in use
Crack is trickle at plastic hinge, residual deformation is small, and with using function after good self-resetting capability and good shake；The present invention
Construction method is in work progress with construction area is few, efficiency of construction is high, the influence of production standard, environment is small, safe and reliable
The advantages of.
In summary, implanted elastic caoutchouc stand apparatus of the present invention and its for prefabricated concrete bridge pier stud and cushion cap
A kind of construction method of connection, there is provided cast-in-situ steel reinforced concrete cushion cap and first segment for being suitable to develop and apply in Anti-Seismic Region
The connection method of bridge pier junction " shock-resistant and energy-dissipating ", the development and application of the precast assembly technology of bridge pier is promoted, had well
Social benefit and economic benefit, preferably solves above mentioned problem existing for prior art.
Below, the implanted elastic caoutchouc stand apparatus to the present invention and its for concrete in conjunction with the accompanying drawings and embodiments
The technical characteristic for the construction method that native bridge pier column is connected with cushion cap is further described.
Brief description of the drawings
Fig. 1 be the implanted elastic caoutchouc stand apparatus of the present invention structure and its for prefabricated concrete bridge pier stud with
The installment state schematic diagram of cushion cap connection（Front sectional view）；
Fig. 2 is the structural representation of implanted elastic caoutchouc stand apparatus of the present invention（Front sectional view）；
Fig. 3 is Fig. 2 top view；
Fig. 4 Fig. 2 stereogram；
Fig. 5 is that the position for lashing steel pipe hole II, the III and reinforced hole II, III that consumes energy being provided with upper and lower reinforcement steel plate shows
It is intended to；
Fig. 6 is lashing steel pipe hole I and the position view for the reinforced hole I that consumes energy being provided with elastic caoutchouc stand apparatus.
In figure：
1- elastic caoutchouc bearings, 101- lashings steel pipe hole I, 102- power consumption reinforced holes I；
Strengthen steel plate, 201- lashings steel pipe hole II, 202- power consumption reinforced holes II on 2-；
Strengthen steel plate, 301- lashings steel pipe hole III, 302- power consumption reinforced holes III under 3-；
4- post-tensioned prestressing beam lashing steel pipes, 5- power consumption reinforcing bars, 6- WELDING STUDSs, 7- stirrups；
8- cast-in-situ steel reinforced concrete cushion caps, 9- prestressed anchor systems, 10- fix post-tensioned prestressing beam；
2~n of 11- sections bridge pier, 12- Section 1 section bridge piers, 13- bent caps.
Embodiment
Embodiment one
A kind of implanted elastic caoutchouc stand apparatus：
As shown in figs 2-4, the implanted elastic caoutchouc stand apparatus includes elastic caoutchouc bearing 1, upper reinforcement steel plate 2 and
Lower reinforcement steel plate 3, post-tensioned prestressing beam lashing steel pipe hole I 101, elastic caoutchouc bearing 1 are provided with the center of elastic caoutchouc bearing 1
Periphery is provided with the power consumption reinforced hole I 102 for interspersed power consumption reinforcing bar 5；After being had on upper reinforcement steel plate 2, lower reinforcement steel plate 3
Tension prestress beam lashing steel pipe hole II 201, lashing steel pipe hole III 301, periphery are provided with the power consumption for interspersed power consumption reinforcing bar 5
Reinforced hole II 202, power consumption reinforced hole III 302, in upper reinforcement steel plate 2, the lower lashing steel pipe hole II 201 strengthened on steel plate 3, wear
Beam with steel pipe hole III 30 and power consumption reinforced hole II 202, the position of reinforced hole III 302, the form of consuming energy respectively with elastic caoutchouc branch
Lashing steel pipe hole I 101, power consumption reinforced hole I 102 on seat 1 correspond；
Under use state, post-tensioned prestressing beam lashing steel pipe 4 sequentially pass through strengthen steel plate 2, elastic caoutchouc bearing 1, under
Strengthen lashing steel pipe hole II, lashing steel pipe hole I 101 and the lashing steel pipe hole III opened on steel plate 3, power consumption reinforcing bar 5 according to
It is secondary to strengthen steel plate 2, elastic caoutchouc bearing 1, the lower power consumption reinforced hole II for strengthening being opened on steel plate 3, power consumption reinforced hole I through upper
102 are adjacent to the top and bottom of elastic caoutchouc bearing 1 with lower reinforcement steel plate 3 respectively with power consumption reinforced hole III, upper reinforcement steel plate 2；Upper
Ring is welded with WELDING STUDS 6 between strengthening the post-tensioned prestressing beam lashing steel pipe 4 and power consumption reinforcing bar 5 of steel plate 2, lower reinforcement steel plate 3,
Stirrup 7 has been arranged circumferentially in the outside of power consumption reinforcing bar 5（Referring to Fig. 1）.
Embodiment two
The construction method that a kind of prefabricated concrete bridge pier stud is connected with cushion cap：
It is to realize cast-in-situ steel reinforced concrete cushion cap and the 1st using implanted elastic caoutchouc stand apparatus described in embodiment one
The construction method of section bridge pier connection, cast-in-situ steel reinforced concrete cushion cap and the 1st are embedded in by implanted elastic caoutchouc stand apparatus
Section bridge pier junction, by between cast-in-situ steel reinforced concrete cushion cap, Section 1 section bridge pier, precast pier section, bent cap
It is attached by the post-tensioning prestressing without bondn system being made up of prestressed anchor system, prestressing tendon；The connection construction
Including following four step：
A, implanted elastic caoutchouc stand apparatus is made：
A1, perforate：Post-tensioned prestressing beam lashing is opened at the center of elastic caoutchouc bearing 1 of implanted elastic caoutchouc stand apparatus
With steel pipe hole I 101, the power consumption reinforced hole I 102 for interspersed power consumption reinforcing bar 5 is opened on the periphery of elastic caoutchouc bearing 1；In upper reinforcement
Post-tensioned prestressing beam lashing steel pipe hole II 201, lashing steel pipe hole III 301, periphery are opened respectively on steel plate 2, lower reinforcement steel plate 3
Open the power consumption reinforced hole II 202 for interspersed power consumption reinforcing bar 5, power consumption reinforced hole III 302；Lashing on upper and lower reinforcement steel plate is used
Steel pipe hole II 201, lashing steel pipe hole III 30 and power consumption reinforced hole II 202, the position of opening for the reinforced hole III 302 that consumes energy, shape
Formula corresponds with the steel pipe hole I 101 of the lashing on elastic caoutchouc bearing 1, power consumption reinforced hole I 102 respectively；
A2, spelling：Post-tensioned prestressing beam lashing steel pipe 4, power consumption reinforcing bar 5 are each passed through upper reinforcement steel plate 2, elastic caoutchouc
Bearing 1, the lower respective aperture strengthened steel plate 3 and opened, upper reinforcement steel plate are adjacent to the upper of elastic caoutchouc bearing 1 respectively with lower reinforcement steel plate
Below；Ring welds between upper reinforcement steel plate 2, the lower post-tensioned prestressing beam lashing steel pipe 4 for strengthening steel plate 3 and power consumption reinforcing bar 5
WELDING STUDS 6, stirrup 7 is arranged circumferentially in the outside of power consumption reinforcing bar 5；
B, pre-buried prestressed anchor system and elastic caoutchouc stand apparatus：
B1：Cast-in-situ steel reinforced concrete cushion cap 8, and prestressed anchor system 9 is embedded in reinforced concrete pile cap bottom, and
Fixed post-tensioned prestressing beam 10；
B2：Elastic caoutchouc stand apparatus 1 is embedded in into cast-in-situ steel reinforced concrete cushion cap to be connected with Section 1 section bridge pier
Place；The post-tensioning that post-tensioned prestressing beam is finally sequentially passed through in cast-in-situ steel reinforced concrete cushion cap and elastic support means center in advance should
Power beam lashing steel pipe 4, reach above elastic caoutchouc bearing；
C, precast concrete bridge pier section, bent cap：
Bottom template by the upper reinforcement steel plate 2 of implanted elastic caoutchouc stand apparatus as Section 1 section bridge pier, and
Other segmented prefabricated precast concrete bridge pier sections；Prefabricated bent cap 13, it is pre- at precast concrete bridge pier section, the middle part of bent cap 13
Bury post-tensioned prestressing beam lashing steel pipe 4；
D, bridge pier is assembled：
D1, by Section 1 section bridge pier 12, cast-in-situ steel reinforced concrete cushion cap 8 and implanted elastic caoutchouc stand apparatus three it
Between positioned by WELDING STUDS 6, post-tensioned prestressing beam lashing steel pipe 4, implanted elastic caoutchouc stand apparatus is mixed with cast in place reinforced bar
Solidifying native cushion cap, Section 1 section precast concrete bridge pier form entirety, and the shearing changing of the relative positions occurs for limitation junction, and strengthens junction
Shear resistance；
D2, the 2nd~3 precast segment concrete pier 11, bent cap 13 are installed successively, and weld each precast segment concrete bridge
The post-tensioned prestressing beam lashing steel pipe of pier；By between precast concrete bridge pier section, precast concrete bridge pier section and bent cap it
Between be attached, and provide shearing resistance by frictional force at contact surface；Between each precast concrete bridge pier section, Section 1 section
Between precast concrete bridge pier and cast-in-situ steel reinforced concrete cushion cap, between the n-th precast segment concrete pier section and bent cap, lead to
Cross post-tensioned prestressing system to be anchored, the state after installation is referring to Fig. 1, and in Fig. 1, n is equal to 3.
As one kind conversion of the embodiment of the present invention, the section number n of the precast concrete bridge pier is according to the height of bridge pier
Determine, can increase or decrease, typically, n span is：N is the arbitrary integer between 2~30, as needed, can be with
Increase.
Between the structure of the prestressed anchor system 9 and each precast concrete bridge pier section, Section 1 section concrete
Between native bridge pier and cast-in-situ steel reinforced concrete cushion cap, between precast concrete bridge pier section and bent cap, pass through post-tensioned prestressing body
It is that the technology anchored can be completed using prior art, here is omitted.
Claims (2)
1. a kind of implanted elastic caoutchouc stand apparatus, including elastic caoutchouc bearing（1）, upper reinforcement steel plate（2）With lower reinforcement steel
Plate（3）, it is characterised in that：In elastic caoutchouc bearing（1）Center is provided with post-tensioned prestressing beam lashing steel pipe hole I（101）, elasticity
Rubber support（1）Periphery is provided with for interspersed power consumption reinforcing bar（5）Power consumption reinforced hole I（102）；Upper reinforcement steel plate（2）, lower reinforcement
Steel plate（3）On have post-tensioned prestressing beam lashing steel pipe hole II, a lashing steel pipe hole III, periphery is provided with for interspersed consumption
Can reinforcing bar（5）Power consumption reinforced hole II, power consumption reinforced hole III, in upper reinforcement steel plate（2）, lower reinforcement steel plate（3）On lashing use
Steel pipe hole II, lashing with steel pipe hole III and power consumption reinforced hole II, the position of reinforced hole III, the form of consuming energy respectively with elastic caoutchouc
Bearing（1）On lashing steel pipe hole I（101）, power consumption reinforced hole I（102）Correspond；
Under use state, post-tensioned prestressing beam lashing steel pipe（4）Sequentially pass through reinforcement steel plate（2）, elastic caoutchouc bearing（1）、
Lower reinforcement steel plate（3）On lashing steel pipe hole II, lashing steel pipe hole I and the lashing steel pipe hole III opened, consume energy reinforcing bar（5）
Sequentially pass through reinforcement steel plate（2）, elastic caoutchouc bearing（1）, lower reinforcement steel plate（3）On opened power consumption reinforced hole II, power consumption
Reinforced hole I（102）With power consumption reinforced hole III, upper reinforcement steel plate（2）With lower reinforcement steel plate（3）Elastic caoutchouc bearing is adjacent to respectively
（1）Top and bottom；In upper reinforcement steel plate（2）, lower reinforcement steel plate（3）Post-tensioned prestressing beam lashing steel pipe（4）With power consumption reinforcing bar
（5）Between ring be welded with WELDING STUDS（6）, in power consumption reinforcing bar（5）Outside has been arranged circumferentially stirrup（7）.
A kind of 2. construction method that prefabricated concrete bridge pier stud is connected with cushion cap, it is characterised in that：It is to use claim 1
The implanted elastic caoutchouc stand apparatus realizes what cast-in-situ steel reinforced concrete cushion cap was connected with Section 1 section precast concrete bridge pier
Construction method, implanted elastic caoutchouc stand apparatus is embedded in cast-in-situ steel reinforced concrete cushion cap and Section 1 section precast concrete
Bridge pier junction, by cast-in-situ steel reinforced concrete cushion cap, Section 1 section precast concrete bridge pier, 2~n precast segment concrete bridges
It is attached between pier, bent cap by the post-tensioning prestressing without bondn system being made up of prestressed anchor system, prestressing tendon；Institute
Stating connection construction includes following four step：
A, implanted elastic caoutchouc stand apparatus is made：
A1, perforate：In the elastic caoutchouc bearing of implanted elastic caoutchouc stand apparatus（1）Open post-tensioned prestressing beam lashing use in center
Steel pipe hole I（101）, in elastic caoutchouc bearing（1）Open for interspersed power consumption reinforcing bar on periphery（5）Power consumption reinforced hole I（102）；
Upper reinforcement steel plate（2）, lower reinforcement steel plate（3）It is upper to open post-tensioned prestressing beam lashing steel pipe hole II respectively（201）, lashing steel pipe
Hole III（301）, periphery is opened for interspersed power consumption reinforcing bar（5）Power consumption reinforced hole II（202）, power consumption reinforced hole III（302）；Upper,
Lashing steel pipe hole II on lower reinforcement steel plate（201）, lashing steel pipe hole III（301）And power consumption reinforced hole II（202）, consumption
Can reinforced hole III（302）Position of opening, form respectively with elastic caoutchouc bearing（1）On lashing steel pipe hole I（101）, consumption
Can reinforced hole I（102）Correspond；
A2, spelling：By post-tensioned prestressing beam lashing steel pipe（4）, power consumption reinforcing bar（5）It is each passed through reinforcement steel plate（2）, elastic rubber
Glue bearing（1）, lower reinforcement steel plate（3）The respective aperture opened, upper reinforcement steel plate are adjacent to elastic caoutchouc branch respectively with lower reinforcement steel plate
Seat（1）Top and bottom；In upper reinforcement steel plate（2）, lower reinforcement steel plate（3）Post-tensioned prestressing beam lashing steel pipe（4）With power consumption steel
Muscle（5）Between ring welding WELDING STUDS（6）, in power consumption reinforcing bar（5）Outside is arranged circumferentially stirrup（7）；
B, pre-buried prestressed anchor system and implanted elastic caoutchouc stand apparatus：
B1：Cast-in-situ steel reinforced concrete cushion cap（8）, and by prestressed anchor system（9）It is embedded in cast-in-situ steel reinforced concrete cushion cap bottom
Portion, and fixed post-tensioned prestressing beam（10）；
B2：Implanted elastic caoutchouc stand apparatus is embedded in cast-in-situ steel reinforced concrete cushion cap and Section 1 section precast concrete bridge
Pier junction；After post-tensioned prestressing beam finally is sequentially passed through into cast-in-situ steel reinforced concrete cushion cap and elastic support means center
Tension prestress beam lashing steel pipe（4）, reach above elastic caoutchouc bearing；
C, precast concrete bridge pier section, bent cap：
Bottom template by the upper reinforcement steel plate of implanted elastic caoutchouc stand apparatus as Section 1 section precast concrete bridge pier,
And other segmented prefabricated precast concrete bridge pier sections；Prefabricated bent cap, it is pre-buried in the middle part of precast concrete bridge pier section, bent cap
Post-tensioned prestressing beam lashing steel pipe（4）；
D, bridge pier is assembled：
D1, by Section 1 section precast concrete bridge pier（12）, cast-in-situ steel reinforced concrete cushion cap（8）With implanted elastic caoutchouc bearing
Pass through WELDING STUDS between device three（6）, post-tensioned prestressing beam lashing steel pipe（4）Positioning, fill implanted elastic caoutchouc bearing
To put and form entirety with cast-in-situ steel reinforced concrete cushion cap, Section 1 section precast concrete bridge pier, the shearing changing of the relative positions occurs for limitation junction,
And strengthen the shear resistance of junction；
D2,2~n precast segment concrete piers are installed successively（11）, bent cap（13）, and weld each precast segment concrete bridge
The post-tensioned prestressing beam lashing steel pipe of pier；By between precast concrete bridge pier section, precast concrete bridge pier section and bent cap it
Between be attached, and provide shearing resistance by frictional force at contact surface；Between each precast concrete bridge pier section, Section 1 section
Precast concrete bridge pier and cast-in-situ steel reinforced concrete cushion cap（8）Between, the n-th precast segment concrete pier section and bent cap it
Between, anchored by post-tensioned prestressing system, n span is：N is the arbitrary integer between 2~30.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610234621.5A CN105755952B (en) | 2016-04-15 | 2016-04-15 | Implanted elastic caoutchouc stand apparatus and its construction method being connected for prefabricated concrete bridge pier stud with cushion cap |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610234621.5A CN105755952B (en) | 2016-04-15 | 2016-04-15 | Implanted elastic caoutchouc stand apparatus and its construction method being connected for prefabricated concrete bridge pier stud with cushion cap |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105755952A CN105755952A (en) | 2016-07-13 |
| CN105755952B true CN105755952B (en) | 2017-12-22 |
Family
ID=56333926
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610234621.5A Active CN105755952B (en) | 2016-04-15 | 2016-04-15 | Implanted elastic caoutchouc stand apparatus and its construction method being connected for prefabricated concrete bridge pier stud with cushion cap |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105755952B (en) |
Families Citing this family (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106522237A (en) * | 2016-09-23 | 2017-03-22 | 周兆弟 | Prefabricated crown beam and connecting method of prefabricated crown beam and prefabricated component |
| CN106351494B (en) * | 2016-10-20 | 2019-09-27 | 北京工业大学 | A kind of Self-resetting assembled subway station flexible anti-shock structure |
| CN106760936A (en) * | 2017-01-24 | 2017-05-31 | 赤峰市建筑科学研究院有限公司 | A kind of light-duty Assembled enclosing wall of post-tensioned prestressing |
| CN106869017B (en) * | 2017-04-05 | 2019-04-05 | 北京工业大学 | A kind of the precast assembly bridge pier-cushion cap node connection type and its practice of pier bottom setting flexible layer |
| CN106968163B (en) * | 2017-04-08 | 2018-09-28 | 浙江海澄德畅机械有限公司 | Long service life's pier |
| CN109610669A (en) * | 2018-12-28 | 2019-04-12 | 北京工业大学 | A kind of Self-resetting seismic isolation structure system preventing Seismic Isolation of Isolation Layer tension |
| CN109736209A (en) * | 2019-03-06 | 2019-05-10 | 甘肃路桥建设集团有限公司 | A kind of bridge pier column construction method applying vertical prestressing |
| CN109972501A (en) * | 2019-05-08 | 2019-07-05 | 福州大学 | A kind of Novel swing Self-resetting bridge pier with energy-consuming device and its application |
| CN110359363B (en) * | 2019-07-26 | 2021-01-01 | 山东建筑大学 | Partially-bonded prestressed assembly type self-resetting bridge pier column node and method |
| CN113481813A (en) * | 2020-07-07 | 2021-10-08 | 危维青 | Pier prefabricated splicing type viaduct capable of shortening construction period |
| CN113481854A (en) * | 2020-07-07 | 2021-10-08 | 危维青 | Pier prefabricated splicing type viaduct building method capable of shortening construction period |
| CN113186812A (en) * | 2021-05-26 | 2021-07-30 | 南京理工大学 | Prestressed segment assembled pier with SMA energy dissipation reinforcing steel bars at bottom and assembling method |
| CN113215963B (en) * | 2021-05-31 | 2023-03-03 | 河北首都新机场高速公路开发有限公司 | Self-resetting pier component |
| CN113802597A (en) * | 2021-08-29 | 2021-12-17 | 北京工业大学 | Self-resetting assembly type pier column system with seismic isolation and reduction functions |
| CN113668368B (en) * | 2021-09-09 | 2023-06-20 | 石家庄铁道大学 | Plastic hinge area enlarged section assembled type swing pier and construction method thereof |
| CN115094778B (en) * | 2022-08-10 | 2023-01-06 | 北京城建设计发展集团股份有限公司 | Method for connecting prefabricated T-shaped piers through bonded prestressed tendons and steel bars |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4346259B2 (en) * | 2001-05-25 | 2009-10-21 | 新日鉄エンジニアリング株式会社 | Reinforced concrete seismic column |
| CN101892627A (en) * | 2010-07-21 | 2010-11-24 | 河海大学 | Environmentally-friendly steel bridge pier damping structure form |
| CN102409606B (en) * | 2011-07-29 | 2014-01-01 | 清华大学 | Self-resetting pier column structural system with built-in energy dissipation assembly and implementing method for self-resetting piper column structural system |
| CN103806372A (en) * | 2014-02-24 | 2014-05-21 | 上海市城市建设设计研究总院 | Segment high pier bridge seismic reduction and isolation structure using inhaul cable supports arranged on double layers |
| CN204551246U (en) * | 2015-01-30 | 2015-08-12 | 武汉船用机械有限责任公司 | A kind of rubber vibration isolation seating |
| CN205711710U (en) * | 2016-04-15 | 2016-11-23 | 柳州欧维姆机械股份有限公司 | Implanted gum elastic stand apparatus |
-
2016
- 2016-04-15 CN CN201610234621.5A patent/CN105755952B/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| CN105755952A (en) | 2016-07-13 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105755952B (en) | Implanted elastic caoutchouc stand apparatus and its construction method being connected for prefabricated concrete bridge pier stud with cushion cap | |
| CN105908621B (en) | It is a kind of to damage controllable Self-resetting precast segment steel-pipe assembly concrete pier and the practice | |
| CN102304892B (en) | External energy-consumption self-resetting bridge pier stud structure system and realization method thereof | |
| CN108103927B (en) | The recoverable full precast assembly double-layer frame Bridge Pier Structure System of function after shake | |
| CN105386405B (en) | Based on bolted Precast Concrete Segmental Bridges concrete pier of steel tube | |
| CN102409606B (en) | Self-resetting pier column structural system with built-in energy dissipation assembly and implementing method for self-resetting piper column structural system | |
| CN205313967U (en) | Connection construction between precast pier and bearing platform | |
| CN104452566B (en) | What arrange the replaceable binder of ductility waves Self-resetting bridge framed bent and mounting method thereof | |
| CN205711710U (en) | Implanted gum elastic stand apparatus | |
| CN108867342B (en) | High-durability earthquake collapse-resistant multi-column pier system and construction method | |
| CN209619858U (en) | A kind of combination assembled bridge framed bent pier system of steel-concrete | |
| CN104153287A (en) | Segmental assembled concrete frame pier system with self-reset function and method | |
| CN113585049B (en) | Self-resetting prefabricated assembled concrete filled steel tube pier node connecting structure with replaceable plastic hinges and construction method thereof | |
| CN108691266B (en) | Multidirectional damping device for bridge pier | |
| Liu et al. | Double-composite rectangular truss bridge and its joint analysis | |
| CN111021232A (en) | Double-column type self-resetting concrete filled steel tube pier with replaceable energy-consuming corrugated steel connecting beam | |
| CN111455834A (en) | Self-resetting prefabricated assembled pier and construction method thereof | |
| CN114411535A (en) | Full-prestress double-column type segment assembled pier with external energy dissipation damper and design and construction method thereof | |
| CN104452567A (en) | Novel swing type double-deck bridge bent frame | |
| CN211947909U (en) | Double-column type self-resetting concrete filled steel tube pier with replaceable energy-consuming corrugated steel connecting beam | |
| CN211816909U (en) | Assembled swing column system with external connecting piece | |
| CN111455833A (en) | Self-resetting prefabricated assembled pier and construction method thereof | |
| CN112627016A (en) | Assembled pier with self-resetting and strong energy consumption and construction method thereof | |
| CN111021530A (en) | Assembled swing column system with external connecting piece | |
| CN105155866A (en) | Separable sheath floor-adding structure of masonry buildings and floor-adding method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |