CN207436072U - A kind of Anchored frame beam - Google Patents
A kind of Anchored frame beam Download PDFInfo
- Publication number
- CN207436072U CN207436072U CN201721328157.2U CN201721328157U CN207436072U CN 207436072 U CN207436072 U CN 207436072U CN 201721328157 U CN201721328157 U CN 201721328157U CN 207436072 U CN207436072 U CN 207436072U
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- China
- Prior art keywords
- crossbeam
- perpendicular rib
- anchored frame
- frame beam
- lattice
- 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.)
- Expired - Fee Related
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- 238000005266 casting Methods 0.000 claims description 3
- 239000004567 concrete Substances 0.000 claims description 3
- 229920006351 engineering plastic Polymers 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 2
- 239000000463 material Substances 0.000 claims 1
- 238000009434 installation Methods 0.000 abstract description 4
- 238000010276 construction Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 238000012407 engineering method Methods 0.000 description 3
- 239000011513 prestressed concrete Substances 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000007493 shaping process Methods 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 201000010099 disease Diseases 0.000 description 1
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
Landscapes
- Rod-Shaped Construction Members (AREA)
Abstract
The utility model provides a kind of Anchored frame beam, include the lattice of rectangular shape, lattice is made of multiple in cross beam body, beam body includes perpendicular rib and crossbeam, perpendicular rib is set with beam vertical, and card slot is equipped on one end end face of crossbeam and perpendicular rib, the other end of crossbeam and perpendicular rib is equipped with joggle beam, joggle beam is adapted to card slot, and at least any one end of crossbeam and perpendicular rib is equiped with anchor ear, anchor ear is in convex shape, and a locking arm is equipped at anchor ear both ends, and locking arm is equipped with clamping screw.A kind of Anchored frame beam of the utility model, compared with common Anchored frame beam, whole lattice is resolved into multiple beam bodies by the utility model, to facilitate its transport, meanwhile, utilize the combination of card slot and joggle beam, the in-site installation of lattice can be achieved, it is more convenient to use quick.
Description
Technical field
The utility model is related to Anchorage Technology field, more particularly, to a kind of Anchored frame beam.
Background technology
Anchor pole (rope) frame is a kind of grid open architecture since its structure is gently clever, is conducive to slope greening,
Simultaneously because its side slope has frame hoop effect, and good seismic performance, it is current slope reinforcement and the main knot of disease management
Configuration formula.Anchor pole (rope) frame of the prior art is generally cast in situs, applies man-hour requirement and formwork erection, reinforcing bar are carried out in slope surface
System peace and concreting, the tensioning of prestressed anchor (rope) must wait outer anchor structure object i.e. frame to reach ability after its design strength
It can carry out, cause the integral construction cycle usually since the construction of frame is seriously lagged with conserving, but also because of the construction of frame
Speed is relatively slow and misses slope reinforcement good opportunity or even the also non-tensioning of anchor pole (rope) and the phenomenon that slope instability just has occurred and that.
For this purpose, Japan applies once the 1990s on the basis of existing reinforced concrete frame anchors bank protection
PC (PrestessingConcrete) framed anchor engineering method.PC framed anchor engineering methods grow up from anchoring construction method, it is
It is made of prestressed concrete member and anchor cable, anchor force passes to slope surface by precast prestressed concrete component, so as to protect
Hold the stabilization of side slope.Traditional in-situ frame beam is changed to precast prestressed concrete component, factory's system by PC framed anchors engineering method
Make, need not conserve at the scene, be a kind of faster bank protecting method of speed of application.The structure type and specification of PC lattices have cross
Type, half square, square and yi word pattern.Wherein, the contact area of yi word pattern frame and slope surface is small, is chiefly used in adding for former barricade
Gu；Most basic frame is cross frame.When using cross frame Sloping Foundation Lack of support, using half square
Frame；When still insufficient using half square frame Sloping Foundation bearing capacity, using square frame.
China is also attempted in the 1990s using PC lattices, but is not promoted.Main cause is because prefabricated
PC lattice weight weights, and the most of side slope than Japan of the side slope in China is high, and slope controlling region road conditions are poor, transport is stranded
Difficulty, crane capacity are also difficult to meet the lifting compared with high slope, actual due in the work progress such as railway, highway, side slope area
Section is passed through and is transported essentially by narrow sidewalk, and large-scale lifting appliance is difficult to reach scene, and namely PC lattices do not obtain for this
To the reason for popularization and application.In addition, the PC lattices of Japan are single node statically determinate structure, each lattice is mutually not connected to, and a certain lattice is broken
Lattice power transmission badly is closed on without normal direction, thus its globality and anti-seismic performance are poor.
Utility model content
The utility model offer one kind is simple in structure, easy to use, is readily transported, is easy to construct, and with good whole
The Anchored frame beam of body and shock resistance, to solve upper available frame beam inconvenience in-site installation, transport the technical issues of inconvenient.
One side according to the present utility model provides a kind of Anchored frame beam, includes the lattice of rectangular shape, the lattice
Structure is made of multiple in cross beam body, and the beam body includes perpendicular rib and crossbeam, the perpendicular rib are set with the beam vertical
It puts, and card slot is equipped on one end end face of the crossbeam and the perpendicular rib, on the other end of the crossbeam and the perpendicular rib
Equipped with joggle beam, the joggle beam is adapted to the card slot, and at least any one end of the crossbeam and the perpendicular rib fills
Equipped with anchor ear, the anchor ear is in convex shape, and a locking arm is equipped at the anchor ear both ends, and the locking arm is equipped with locking screw
Bolt.
On the basis of said program preferably, the perpendicular rib and the crossbeam use concrete prefabricated shaping.
On the basis of said program preferably, the perpendicular rib is molded with the crossbeam formed by integrally casting.
On the basis of said program preferably, the perpendicular rib and the crossbeam are molded into being molded using engineering plastics.
On the basis of said program preferably, when the card slot coordinates with the joggle beam, the end face of the joggle beam and institute
The end face for stating perpendicular rib is concordant.
On the basis of said program preferably, the anchor ear includes the card body being adapted to the section of beam, the locking arm
It is respectively installed in the both sides of the card body.
On the basis of said program preferably, the card body medial surface is equipped with groove, and the perpendicular rib and the crossbeam are equipped with
The protrusion being adapted to the groove.
On the basis of said program preferably, the perpendicular rib and the crossbeam are equipped with guiding gutter, and the guiding gutter mutually interconnects
It is logical.
A kind of Anchored frame beam of the utility model sets perpendicular rib and beam vertical, coordinates and divides on perpendicular rib and crossbeam
Not She Zhi card slot and joggle beam, by the cooperation between card slot and joggle beam, it can be achieved that multiple beam bodies be joined together to form it is more
The lattice of a rectangular shape.
A kind of Anchored frame beam of the utility model, compared with common Anchored frame beam, the utility model will be whole
Lattice resolve into multiple beam bodies, to facilitate its transport, meanwhile, using the combination of card slot and joggle beam, it can be achieved that showing for lattice
Field installation is more convenient to use quick.
A kind of Anchored frame beam of the utility model, by the junction of joggle beam and card slot, using anchor ear, it can be achieved that
Being securely connected between beam body and beam body, and using the locking arm on anchor ear, realized by clamping screw between ground and lattice
Be fixedly linked, ensure its bonding strength.
Description of the drawings
Fig. 1 is a kind of overall structure diagram of Anchored frame beam of the utility model；
Fig. 2 is the front view of the beam body of the utility model；
Fig. 3 is the bottom view of the beam body of the utility model.
Specific embodiment
With reference to the accompanying drawings and examples, specific embodiment of the present utility model is described in further detail.Below
Embodiment is not intended to limit the scope of the present invention for illustrating the utility model.
Referring to Fig. 1, and with reference to shown in Fig. 2 and Fig. 3, a kind of Anchored frame beam of the utility model, including rectangular shape
Lattice, wherein, the lattice of the utility model is made of multiple in cross beam body 100, and beam body 100 includes perpendicular rib 10
With crossbeam 20, perpendicular rib 10 is vertically arranged to form integrated structure with crossbeam 20, and on one end end face of crossbeam 20 and perpendicular rib 10
Equipped with card slot 21, the other end of crossbeam 20 and perpendicular rib 10 is equipped with joggle beam 22, and joggle beam 22 is adapted to card slot 21, and crossbeam
20 and at least any one end of perpendicular rib 10 be equiped with anchor ear 30, anchor ear 30 is in convex shape, and is equipped with one at 30 both ends of anchor ear
Locking arm 31, locking arm 31 are equipped with clamping screw.
Perpendicular rib 10 and crossbeam 20 are vertically arranged by a kind of Anchored frame beam of the utility model, are coordinated in perpendicular rib 10 and horizontal stroke
Card slot 21 and joggle beam 22 are set respectively on beam 20, by the cooperation between card slot 21 and joggle beam 22, it can be achieved that multiple beam bodies
100 are joined together to form the lattice of multiple rectangular shapes.
A kind of Anchored frame beam of the utility model, compared with common Anchored frame beam, the utility model will be whole
Lattice resolve into multiple beam bodies 100, to facilitate its transport, meanwhile, using the combination of card slot 21 and joggle beam 22, it can be achieved that lattice
The in-site installation of structure, it is more convenient to use quick.
A kind of Anchored frame beam of the utility model, by the junction of joggle beam 22 and card slot 21, using anchor ear 30,
Being securely connected between beam body 100 and beam body 100 can be achieved, and using the locking arm 31 on anchor ear 30, it is real by clamping screw
Existing being fixedly linked between ground and lattice, ensures its bonding strength.
What deserves to be explained is concrete prefabricated shaping, and perpendicular rib may be employed in the perpendicular rib 10 and crossbeam 20 of the utility model
10 are molded with 20 formed by integrally casting of crossbeam.In order to further reduce its volume and weight, the perpendicular rib 10 of the utility model and crossbeam 20
It is preferred that it is molded into being molded using engineering plastics.
Please continue to refer to shown in Fig. 1, when the card slot 21 of the utility model coordinates with joggle beam 22, the end face of joggle beam 22 with
The end face of perpendicular rib 10 is concordant, and the anchor ear 30 of the utility model includes the card body 32 being adapted to 20 section of crossbeam, and locking arm 31 divides
The both sides of card body 32 are not installed in, which is equipped with groove, and perpendicular rib 10 and crossbeam 20 are equipped with what is be adapted to groove
Protrusion.
It for slope greening effect, prevents from generating ponding thereon, the utility model is also equipped on perpendicular rib 10 and crossbeam 20
Guiding gutter 33, guiding gutter 33 are interconnected, by the effect of guiding gutter 33, can discharge the water in side slope, thus to carry
Its high slope reinforcement effect.
Finally, the present processes are only preferable embodiment, are not intended to limit the scope of protection of the utility model.
Within the spirit and principle of the utility model, any modifications, equivalent replacements and improvements are made should be included in this reality
Within new protection domain.
Claims (8)
1. a kind of Anchored frame beam, which is characterized in that include the lattice of rectangular shape, the lattice is by multiple in cross beam
Body is formed, and the beam body includes perpendicular rib and crossbeam, and the perpendicular rib is set with the beam vertical, and in the crossbeam and described
One end end face of perpendicular rib is equipped with card slot, and the other end of the crossbeam and the perpendicular rib is equipped with joggle beam, the joggle beam
It is adapted to the card slot, and at least any one end of the crossbeam and the perpendicular rib is equiped with anchor ear, the anchor ear is in convex
Font, and a locking arm is equipped at the anchor ear both ends, the locking arm is equipped with clamping screw.
2. a kind of Anchored frame beam as described in claim 1, which is characterized in that the perpendicular rib and the crossbeam use concrete
It is pre-formed.
3. a kind of Anchored frame beam as described in claim 1, which is characterized in that the perpendicular rib and the crossbeam formed by integrally casting into
Type.
4. a kind of Anchored frame beam as described in claim 1, which is characterized in that the perpendicular rib and the crossbeam use engineering plastic
Material is molded into being molded.
5. a kind of Anchored frame beam as described in claim 1, which is characterized in that when the card slot coordinates with the joggle beam,
The end face of the joggle beam is concordant with the end face of the perpendicular rib.
6. a kind of Anchored frame beam as described in claim 1, which is characterized in that the anchor ear includes fitting with the section of beam
The card body matched somebody with somebody, the locking arm are respectively installed in the both sides of the card body.
7. a kind of Anchored frame beam as claimed in claim 6, which is characterized in that the card body medial surface is equipped with groove, described
Perpendicular rib and the crossbeam are equipped with the protrusion being adapted to the groove.
8. a kind of Anchored frame beam as described in claim 1, which is characterized in that the perpendicular rib and the crossbeam are equipped with water guide
Slot, the guiding gutter are interconnected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721328157.2U CN207436072U (en) | 2017-10-16 | 2017-10-16 | A kind of Anchored frame beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721328157.2U CN207436072U (en) | 2017-10-16 | 2017-10-16 | A kind of Anchored frame beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207436072U true CN207436072U (en) | 2018-06-01 |
Family
ID=62292523
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721328157.2U Expired - Fee Related CN207436072U (en) | 2017-10-16 | 2017-10-16 | A kind of Anchored frame beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207436072U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109487804A (en) * | 2018-12-06 | 2019-03-19 | 中铁二院工程集团有限责任公司 | The low disturbance reinforcement protection system of red soft rock cut slope and construction method |
| CN115748481A (en) * | 2022-11-25 | 2023-03-07 | 江苏省交通工程集团有限公司 | Modular bent cap integrated construction platform and construction process |
-
2017
- 2017-10-16 CN CN201721328157.2U patent/CN207436072U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109487804A (en) * | 2018-12-06 | 2019-03-19 | 中铁二院工程集团有限责任公司 | The low disturbance reinforcement protection system of red soft rock cut slope and construction method |
| CN109487804B (en) * | 2018-12-06 | 2024-05-28 | 中铁二院工程集团有限责任公司 | Low-disturbance reinforcement protection system for red-layer soft rock cutting slope and construction method |
| CN115748481A (en) * | 2022-11-25 | 2023-03-07 | 江苏省交通工程集团有限公司 | Modular bent cap integrated construction platform and construction process |
| CN115748481B (en) * | 2022-11-25 | 2024-01-02 | 江苏省交通工程集团有限公司 | Modular bent cap integrated construction platform and construction process |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180601 |