CN105200997B - A kind of assembled anchor pole sash beam - Google Patents
A kind of assembled anchor pole sash beam Download PDFInfo
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- CN105200997B CN105200997B CN201410260137.0A CN201410260137A CN105200997B CN 105200997 B CN105200997 B CN 105200997B CN 201410260137 A CN201410260137 A CN 201410260137A CN 105200997 B CN105200997 B CN 105200997B
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- rib post
- crossbeam
- anchor pole
- prefabricated
- prefabricated crossbeam
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Abstract
A kind of assembled anchor pole sash beam of disclosure and its construction method, the assembled anchor pole sash beam includes prefabricated crossbeam, including the first prefabricated crossbeam and the second prefabricated crossbeam that are oppositely arranged, there is sleeve and reinforcing bar, the reinforcing bar in second cross beam extends in the sleeve in insertion first crossbeam in prefabricated crossbeam；Rib post, including the first rib post and the second rib post being oppositely arranged, are respectively provided with sleeve and reinforcing bar in rib post, the reinforcing bar in the second rib post extends the sleeve of insertion first rib post；Assembling cavity, limited and formed by crossbeam and rib post, and anchor pole, it is assemblied in assembling cavity, cavity is wherein assembled to be filled by bonding material, reinforcing bar in second cross beam is extended through in the sleeve in assembling cavity insertion first crossbeam, and the reinforcing bar in the second rib post is extended through in the sleeve in assembling cavity insertion first rib post.The assembled anchor pole sash beam of the application improves globality and reliability, optimizes assembly technology, eliminates because of the prefabricated components installation question that anchor bolt construction error is brought.
Description
Technical field
The present invention relates to a kind of assembled anchor pole sash beam, more particularly to a kind of assembled anchor pole sash beam and its construction party
Method.
Background technology
Anchor pole sash beam is often used in combination with Engineering anchor rod, plays a part of to reinforce slopes, is a kind of conventional domatic anti-
Shield measure and slope retaining reinforcement measure.In this Composite Supporting System, anchor pole sash beam primarily serves effectively connection anchor pole,
The effect of slopes compatibility of deformation, requires that anchor pole sash beam must have good globality in structure.Additionally, anchor pole sash beam
It is a kind of open slope protection system, the effect that Gu Po beautifies the environment is reached usually through green grass in lattice, thus it is right
Its presentation quality also has requirement higher.But in Practical Project, there are the following problems for conventional anchor pole sash beam：
1. inter process is every length, it is difficult to realize " with digging with branch "
The common working procedure of anchor pole sash beam support system is：Slope excavating --- anchor bolt construction --- sash beam is applied
Work --- anchor pole tensioning and locking, requires, with digging with branch, to have excavated and be spaced between domatic open-assembly time and each operation on procedure connection
Time is unsuitable long.But existing anchor pole sash beam construction method is mainly concrete cast-in-situ, it is necessary to by grooving, formwork erection, tie up
Wire-tie, the operation that casting concrete, form removal etc. are complicated, and only concrete can just carry out anchor pole tensioning after reaching design strength
And locking, slowly, the cycle is long for speed of application, excavates domatic open-assembly time long, and operation interval time is relatively long, unfavorable slope construction
The deformation of process and stability control, because the slope geological that supporting is caused not in time happens occasionally.
2. construction labour intensity is big, and efficiency is low
It is small by anchor pole sash beam section size, the influence such as construction site complexity (being typically the domatic of the suitable gradient),
The construction of anchor pole sash beam is not suitable for rely on such as do mechanization operation, material transportation, formwork, casting concrete more and is accomplished manually.Construction
The especially complex place in place (side slope of such as domatic steep dip), also needs to take and builds the ancillary methods such as scaffold.Therefore, it is conventional
Sash beam construction labour intensity is very big, and efficiency is very low.
3. the difficult control of apparent mass, influences domatic attractive in appearance
It is accomplished manually because the construction of nearly all anchor pole sash beam is all relied on, by execution conditions (such as slope leveling degree), now
Field personnel's construction level (such as formwork erection) influence, the apparent mass of cast-in-place anchor pole sash beam is difficult to control, and runs mould, pitted skin, distortion
Situations such as deformation, often occurs, and largely have impact on the aesthetic feeling of the support system.
The content of the invention
It is easy to do mechanization operation it is an object of the invention to provide one kind, to be easy to construction, good integrity, reliability high, apparent
Quality is easily controllable and can reduce side slope anchor pole sash beam working procedure interval time, is capable of achieving the assembled with branch purpose with digging
Anchor pole sash beam.
It is that, up to this purpose, the present invention provides a kind of assembled anchor pole sash beam, and the anchor pole sash beam includes：Prefabricated crossbeam,
The prefabricated crossbeam includes the first prefabricated crossbeam and the second prefabricated crossbeam that are oppositely arranged, first prefabricated crossbeam and second pre-
Sleeve and reinforcing bar are respectively provided with crossbeam processed, it is described in the reinforcing bar extension insertion first crossbeam in the second cross beam
In sleeve；Rib post, the rib post includes the first rib post and the second rib post that are oppositely arranged, in the first rib post and the second rib post
Sleeve and reinforcing bar are respectively provided with, the reinforcing bar in the second rib post extends the sleeve of the insertion first rib post；Assembling
Cavity, is limited and is formed by the first crossbeam, second cross beam, first rib post and the second rib post, and the assembling cavity is by gluing
Knot material filling, and
Reinforcing bar in the second cross beam is extended through in the sleeve in the assembling cavity insertion first crossbeam, institute
In stating the sleeve during the reinforcing bar in the second rib post extends through the assembling cavity insertion first rib post.
Wherein, the length and width of first prefabricated crossbeam, the second prefabricated crossbeam, first rib post and the second rib post is each other
It is equal.
Wherein, at least one grout hole and at least one excessive slurry are provided with first prefabricated crossbeam and first rib post
Hole.
Wherein, the two ends of the first rib post and the second rib post are provided with strut angle, and the angle of the strut angle is in 40-50
Between degree.
Wherein, the bonding material is pea gravel concreten.
The present invention also provides a kind of construction method of assembled anchor pole sash beam, and the construction method is comprised the following steps：Shape
Into embedded sleeve barrel and first prefabricated crossbeam and the second prefabricated crossbeam of embedded bar；Form the first of embedded sleeve barrel and embedded bar
Rib post and the second rib post；Embedded bar in second prefabricated crossbeam is inserted into the embedded sleeve barrel in first prefabricated crossbeam
In, by the embedded sleeve barrel in embedded bar insertion the second rib post in the second rib post；By the first crossbeam,
Two crossbeams, first rib post and the second rib post fill bonding material in limiting the assembling to be formed cavity, the fixation first crossbeam, the
Two crossbeams, first rib post and the second rib post.
Wherein, the step of the first prefabricated crossbeam for forming the embedded sleeve barrel, is additionally included on first prefabricated crossbeam and sets
The step of putting at least one grout hole and at least one extravasating hole, the first rib post of the formation embedded sleeve barrel is additionally included in described
At least one grout hole and at least one extravasating hole are set on first rib post.
Wherein, by the embedded sleeve barrel of embedded bar insertion first prefabricated crossbeam in second prefabricated crossbeam
Step also include by the grout hole and the extravasating hole to cement injection mortar in the sleeve make the embedded bar and
Described sleeve pipe is cementing, by the step in the embedded sleeve barrel of the embedded bar insertion first pre- rib post in the second rib post also
Including making the embedded bar with the set to cement injection mortar in the sleeve by the grout hole and the extravasating hole
Pipe is cementing.
Wherein, it is characterised in that the two ends for being additionally included in the first rib post and the second rib post set strut angle, the branch
The angle of support angle is between 40-50 degree.
Wherein, the bonding material is pea gravel concreten..
The present invention has following technique effect：
The all components of the present invention are prefabricated, and construction technology is simple, simplify the works such as formwork erection during conventional construction
Sequence, shortens the operation interval time being had to wait for because concrete strength reaches design strength, can substantially realize with digging
With branch, can solve the problems, such as effectively to control the deformation during slope construction and stability control；The assembly of prefabricated components can be on slope
Mechanization transportation and construction easily are realized on face, labour intensity is significantly reduced, efficiency of construction is improve；The industry of prefabricated components
Metaplasia product can solve the common apparent mass of cast in situs and be difficult to control, and influence problem attractive in appearance；Using grouting between prefabricated components
Sleeve connection technology ensure that the effective connection between prefabricated components, it is ensured that the globality and reliability of assembled anchor pole sash beam
Property；The strut angle that reserved cavity and rib post are set when prefabricated components are assembled not only optimizes assembly technology, also eliminates because of anchor
The prefabricated components installation question that bar construction error is brought.
Brief description of the drawings
Fig. 1 is the half-sectional structural representation of assembled anchor pole sash beam assembling structure of the present invention.
Fig. 2 is the front view of assembled anchor pole sash beam of the present invention.
Fig. 3 is the half-sectional structural representation of assembled anchor pole sash beam middle rib post of the present invention.
Fig. 4 is the half-sectional structural representation of assembled anchor pole sash beam middle cross beam of the present invention.
Wherein, description of reference numerals is as follows：
1- anchor poles；2- rib posts；2-1- first rib posts；2-2- the second rib posts；3- crossbeams；3-1- first crossbeams；3-2- second
Crossbeam；4- strut angles；5- sleeves；6- crossbeam embedded bars；7- rib post embedded bars；The pre-buried stiffeners of 8-；9- sleeves are in the milk
Hole；10- sleeve extravasating holes；11- assemblings cavity
Specific embodiment
The present invention is described in further detail with reference to the accompanying drawings and examples.It is understood that this place is retouched
The specific embodiment stated is only used for explaining the present invention, rather than limitation of the invention.It also should be noted that, for the ease of
Description, illustrate only part rather than entire infrastructure related to the present invention in accompanying drawing.
Fig. 1 schematically shows the assembled anchor pole half-sectional structure of sash beam of the present embodiment.Fig. 2 schematically shows
The front view of the assembled anchor pole sash beam of the present embodiment.With reference to Fig. 1 and Fig. 2, the assembled anchor pole sash Liang Bao of the present embodiment
Anchor pole 1, rib post 2, crossbeam 3 and the assembling cavity 11 limited by rib post 2 and crossbeam 3 are included, anchor pole 1 is assemblied in assembling cavity 11
In.In the present embodiment, rib post 2 and crossbeam 3 are all prefabricated structure, and its middle rib post 2 includes first rib post 2-1 and the second rib post
2-2, the structure of first rib post 2-1 and the second rib post 2-2 is identical here, and crossbeam 3 includes first crossbeam 3-1 and second cross beam
3-2, first crossbeam 3-1 is also identical with the structure of second cross beam 3-2 here.
In the present embodiment, schematical assembled anchor pole sash beam be actually by prefabricated first crossbeam 3-1,
Second cross beam 3-2, first rib post 2-1, the second rib post 2-2 are assembled, overcome in the prior art using one crossbeam and
Rib post forms the problem that construction is inconvenient, labour intensity is big that sash sill bolt comes, and can realize, with digging with branch, solving effectively control side
Deformation and stability control problem in the work progress of slope；The assembly of prefabricated components can easily realize that mechanization is assembled on domatic
And transport, labour intensity is significantly reduced, improve efficiency of construction.
Fig. 3 is the half-sectional structural representation of ready-made first crossbeam 3-1 and second cross beam 3-2.As shown in Figure 3 in horizontal stroke
Beam includes pre-buried sleeve 5 and reinforcing bar 6, and the sleeve 5 is preferably half grout sleeve, and the reinforcing bar 6 is used with the sleeve 5
Bolt is weldingly connected.In preferred mode, in first crossbeam 3-1 or second cross beam 3-2, the length of sleeve pipe 5 accounts for sleeve pipe 5
And between the 1/3 to 1/2 of the length sum of reinforcing bar 6, so help to ensure that the bonding strength of crossbeam middle sleeve and reinforcing bar.And
And, there can be the structure of multiple sleeve pipes as shown in Figure 3 and reinforcing bar in first crossbeam 3-1 or second cross beam 3-2.Preferred
In mode, also there is pre-buried stiffener 8 in crossbeam.Also include reserved grout hole 9 and extravasating hole 10 on crossbeam.
Fig. 4 is the half-sectional structural representation of ready-made first rib post 2-1 and the second rib post 2-2.As shown in Figure 3 in rib
Equally include pre-buried sleeve 5 and reinforcing bar 7 in post, the sleeve 5 is preferably half grout sleeve, and the reinforcing bar is adopted with the sleeve
With bolt or it is weldingly connected.Similar to foregoing crossbeam, in first rib post 2-1 or the second rib post 2-2, the length of sleeve pipe 5 accounts for set
Between the 1/3 to 1/2 of the length sum of pipe 5 and reinforcing bar 6, the bonding strength of rib post middle sleeve and reinforcing bar is so helped to ensure that.
There is the structure of multiple sleeve pipes as shown in Figure 4 and reinforcing bar in first rib post 2-1 or the second rib post 2-2.In preferred mode,
Also there is pre-buried stiffener 8 in rib post.Also include reserved grout hole 9 and extravasating hole 10 on rib post.In preferred side
In formula, 2 strut angles 4 are also included in every one end of rib post, the angle of the strut angle between 40 degree to 50 degree, more preferably
Mode described in strut angle angle be 45 degree.
Fig. 1 is returned to, assembled anchor pole sash beam is by first crossbeam 3-1, second cross beam 3-2, first rib post 2-1 and the second rib
Post 2-2 is assembled, and first crossbeam 3-1, second cross beam 3-2, first rib post 2-1 and the second rib post 2-2 assembling limit assembling
Cavity 11, for subsequent fixed anchor pole 1.
Pre-buried reinforcing bar 7 extends first crossbeam 3-1 and 11 is inserted into second through assembling cavity in wherein first crossbeam 3-1
In sleeve 5 pre-buried in crossbeam 3-2, similarly, pre-buried reinforcing bar 7 extends first rib post 2-1 and wears in wherein first rib post 2-1
Cross assembling cavity 11 to be inserted into pre-buried sleeve 5 in the second rib post 2-2, so form assembling empty 11, anchor pole 1 is assembled
Assembling cavity 11 in, afterwards assembling cavity 11 in irrigate pea gravel concreten make the first crossbeam 3-1, second cross beam 3-2,
First rib post 2-1 and the second rib post 2-2 and anchor pole 1 are bonded together.Reinforced bar sleeve is used between prefabricated crossbeam and rib post
Interconnection technique and the high strength cement mortar of perfusion are bonded, it is ensured that the effective connection between prefabricated crossbeam and rib post, are protected
The globality and reliability of assembled anchor pole sash beam are demonstrate,proved.
In preferred mode, there is strut angle at the two ends of rib post, the angle of the strut angle for 40 degree to 50 degree it
Between, the angle of strut angle described in preferred mode is 45 degree.Rib post with strut angle can optimize assembly technology, disappear
Except the prefabricated components installation question brought by anchor bolt construction error.
Specifically, strut angle regulation assembling leeway is set in every one end of rib post so that assembling leeway is larger, is easy to rib
The installation of post and crossbeam, also, strut angle can be reduced or avoided rib post and crossbeam assembling position because of the original such as assembling and slopes deformation
The stress concentration and bonding strength for thus resulting in decline, therefore, strut angle is arranged to the acute angle between 40 degree to 50 degree, favorably
In the bonding strength for improving corner, it is ensured that the reliability of assembled anchor pole sash beam.
Next the construction method of above-mentioned assembled anchor pole sash beam is described.
The construction procedure of assembled anchor pole sash beam is mainly included the following steps that in the present embodiment.
First, prefabricated first crossbeam 3-1, second cross beam 3-2, first rib post 2-1 and the second rib post 2-2, the crossbeam and
There is pre-buried sleeve and reinforcing bar in rib post, in preferred mode, also make the two ends of rib post that there is strut angle in advance.
It is to be installed it is domatic on line setting, and installing groove is excavated, for assembling anchor pole sash beam.
First place is connected, and according to from bottom to top, the sequence of construction of first rib post rear cross beam installs the second rib post 2-2, first rib post
2-1, first crossbeam 3-1 and second cross beam 3-2, first rib post 2-1 insertions are extended by reinforcing bar 7 pre-buried in first rib post 2-1
To in the second rib post 2-2 in pre-buried sleeve 5, and reinforcing bar 7 pre-buried in first crossbeam 3-1 is extended into first crossbeam 3-1
Through being inserted into pre-buried sleeve 5 in second cross beam 3-2, by first crossbeam 3-1, second cross beam 3-2, first rib post 2-1
With the grout hole 10 on the second rib post 2-2 in first crossbeam 3-1, second cross beam 3-2, first rib post 2-1 and the second rib post 2-2
Perfusion high strength cement mortar, makes the reinforcing bar in rib post and crossbeam with sleeve pipe connection closely, improves its bonding strength.
It is pre- between first crossbeam 3-1, second cross beam 3-2, first rib post 2-1 and the second rib post 2-2 according to anchor pole position
Stay to form assembling cavity 11, anchor pole 1 is assembled in assembling cavity 11, after fixing anchor bar 1, perfusion is thin in assembling cavity 11
Stone concrete, pours to assembling cavity 11 and tamps.
The construction method of the assembled anchor pole sash beam that the present embodiment is provided, using with straight screw sleeve connection technology and filling
The high strength cement mortar of note is bonded, it is ensured that the effective connection between prefabricated crossbeam and rib post, it is ensured that assembled anchor pole
The globality and reliability of sash beam, and assemble the method for splicing overcome in the prior art using one crossbeam and rib post
The problem that construction is inconvenient, labour intensity is big that sash sill bolt comes is formed, can realize, with digging with branch, solving effectively control side slope and applying
Deformation and stability control problem during work；The assembly of prefabricated components can easily realize that mechanization is assembled and fortune on domatic
It is defeated, labour intensity is significantly reduced, improve efficiency of construction.
Note, above are only presently preferred embodiments of the present invention and institute's application technology principle.It will be appreciated by those skilled in the art that
The invention is not restricted to specific embodiment described here, can carry out for a person skilled in the art various obvious changes,
Readjust and substitute without departing from protection scope of the present invention.Therefore, although the present invention is carried out by above example
It is described in further detail, but the present invention is not limited only to above example, without departing from the inventive concept, also
More other Equivalent embodiments can be included, and the scope of the present invention is determined by scope of the appended claims.
Claims (9)
1. a kind of assembled anchor pole sash beam, it is characterised in that the anchor pole sash beam includes：
Prefabricated crossbeam, the prefabricated crossbeam includes the first prefabricated crossbeam and the second prefabricated crossbeam that are oppositely arranged, and described first is pre-
Embedded sleeve barrel and reinforcing bar are respectively provided with crossbeam processed and the second prefabricated crossbeam, the reinforcing bar in second prefabricated crossbeam extends to be inserted
In entering the embedded sleeve barrel in first prefabricated crossbeam；
Rib post, the rib post includes the first rib post and the second rib post that are oppositely arranged, in the first rib post and the second rib post
With embedded sleeve barrel and reinforcing bar, the reinforcing bar in the second rib post extends the described pre-buried set of the insertion first rib post
Cylinder；
Assembling cavity, is limited and is formed by first prefabricated crossbeam, the second prefabricated crossbeam, first rib post and the second rib post, and
Anchor pole, is assemblied in the assembling cavity, wherein
The assembling cavity is filled by bonding material, and reinforcing bar in second prefabricated crossbeam to extend through the assembling empty
Hole is inserted in the embedded sleeve barrel in first prefabricated crossbeam, and the reinforcing bar in the second rib post extends through the assembling
In embedded sleeve barrel in the cavity insertion first rib post；
Wherein：At least one grout hole and at least one extravasating hole are provided with first prefabricated crossbeam and first rib post；
The two ends of the first rib post and the second rib post are provided with strut angle.
2. assembled anchor pole sash beam as claimed in claim 1, it is characterised in that first prefabricated crossbeam and second prefabricated
The length and width of crossbeam, first rib post and the second rib post is equal to each other.
3. assembled anchor pole sash beam as claimed in claim 1 or 2, it is characterised in that the angle of the strut angle is in 40-50
Between degree.
4. assembled anchor pole sash beam as claimed in claim 1 or 2, it is characterised in that the bonding material is microlith coagulation
Soil.
5. a kind of construction method of assembled anchor pole sash beam, it is characterised in that the construction method is comprised the following steps：
Form first prefabricated crossbeam and the second prefabricated crossbeam of embedded sleeve barrel and embedded bar；
Form the first rib post and the second rib post of embedded sleeve barrel and embedded bar；
During embedded bar in second prefabricated crossbeam inserted into the embedded sleeve barrel in first prefabricated crossbeam, by described the
Embedded bar in two rib posts is inserted in the embedded sleeve barrel in the second rib post；
Limited by first prefabricated crossbeam, the second prefabricated crossbeam, first rib post and the second rib post formed assembling cavity in, by anchor
Bar is assemblied in the assembling cavity, and bonding material is filled in the assembling cavity, fixation first prefabricated crossbeam,
Second prefabricated crossbeam, first rib post, the second rib post and anchor pole.
6. the construction method of assembled anchor pole sash beam as claimed in claim 5, it is characterised in that form the embedded sleeve barrel
The first prefabricated crossbeam the step of be additionally included on first prefabricated crossbeam set at least one grout hole and at least one overflow
The step of slurry hole, first rib post for forming the embedded sleeve barrel, is additionally included on the first rib post and sets at least one grout hole
With at least one extravasating hole.
7. the construction method of assembled anchor pole sash beam as claimed in claim 6, it is characterised in that by the described second prefabricated horizontal stroke
The step that embedded bar in beam is inserted in the embedded sleeve barrel of first prefabricated crossbeam also includes passing through the grout hole and institute
State extravasating hole makes the embedded bar cementing with the embedded sleeve barrel to cement injection mortar in the embedded sleeve barrel, by described
The step that embedded bar in two rib posts is inserted in the embedded sleeve barrel of the first pre- rib post also include by the grout hole and
The extravasating hole makes the embedded bar cementing with the embedded sleeve barrel to cement injection mortar in the embedded sleeve barrel.
8. the construction method of the assembled anchor pole sash beam as described in any in claim 5-7, it is characterised in that be additionally included in
The two ends of the first rib post and the second rib post set strut angle, and the angle of the strut angle is between 40-50 degree.
9. the construction method of the assembled anchor pole sash beam as described in any in claim 5-7, it is characterised in that the bonding
Material is pea gravel concreten.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410260137.0A CN105200997B (en) | 2014-06-10 | 2014-06-10 | A kind of assembled anchor pole sash beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410260137.0A CN105200997B (en) | 2014-06-10 | 2014-06-10 | A kind of assembled anchor pole sash beam |
Publications (2)
| Publication Number | Publication Date |
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| CN105200997A CN105200997A (en) | 2015-12-30 |
| CN105200997B true CN105200997B (en) | 2017-07-07 |
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ID=54948930
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| Application Number | Title | Priority Date | Filing Date |
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| CN201410260137.0A Expired - Fee Related CN105200997B (en) | 2014-06-10 | 2014-06-10 | A kind of assembled anchor pole sash beam |
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Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107119698A (en) * | 2017-05-11 | 2017-09-01 | 重庆建工住宅建设有限公司 | A kind of prefabricated assembling type reinforced concrete side slope protection modular assembly and its construction method |
| CN108999200A (en) * | 2018-08-03 | 2018-12-14 | 中国十七冶集团有限公司 | A kind of assembled anchor pole sash beam construction method |
| CN109648696B (en) * | 2019-01-02 | 2020-09-15 | 深圳市路桥建设集团有限公司 | Steel bar connected side slope prefabricated lattice beam and manufacturing method and construction method thereof |
| CN111270692A (en) * | 2020-03-26 | 2020-06-12 | 中建四局贵州投资建设有限公司 | Construction method and structure of assembled anchor rod lattice beam |
| CN111910630A (en) * | 2020-07-27 | 2020-11-10 | 中国建筑第二工程局有限公司 | Anchor cable structure and anchor cable frame beam construction method |
| CN112726642B (en) * | 2020-12-28 | 2022-07-12 | 湖北省路桥集团有限公司 | Construction method for slope ecological protection |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH047415A (en) * | 1990-04-25 | 1992-01-10 | Furii Kogyo Kk | Structure of anchor plate and method for constructing anchor supporting beam |
| CN201236416Y (en) * | 2008-07-18 | 2009-05-13 | 徐尉 | Prefabricated component for denizen house and prefabricated component house |
| CN202416331U (en) * | 2012-01-05 | 2012-09-05 | 北京丰林源生态园林设计研究院有限公司 | Lattice component used in slope protection |
| CN103410161A (en) * | 2013-08-28 | 2013-11-27 | 张玉芳 | Slant grouting control steel anchor pipe frame and construction method thereof |
| CN203878597U (en) * | 2014-06-10 | 2014-10-15 | 湘潭大学 | Fabricated anchor rod frame beam |
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- 2014-06-10 CN CN201410260137.0A patent/CN105200997B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH047415A (en) * | 1990-04-25 | 1992-01-10 | Furii Kogyo Kk | Structure of anchor plate and method for constructing anchor supporting beam |
| CN201236416Y (en) * | 2008-07-18 | 2009-05-13 | 徐尉 | Prefabricated component for denizen house and prefabricated component house |
| CN202416331U (en) * | 2012-01-05 | 2012-09-05 | 北京丰林源生态园林设计研究院有限公司 | Lattice component used in slope protection |
| CN103410161A (en) * | 2013-08-28 | 2013-11-27 | 张玉芳 | Slant grouting control steel anchor pipe frame and construction method thereof |
| CN203878597U (en) * | 2014-06-10 | 2014-10-15 | 湘潭大学 | Fabricated anchor rod frame beam |
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| Publication number | Publication date |
|---|---|
| CN105200997A (en) | 2015-12-30 |
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