CN107476319A - Mountain area steep slope region Road Bridge Pile Foundation construction method - Google Patents
Mountain area steep slope region Road Bridge Pile Foundation construction method Download PDFInfo
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- CN107476319A CN107476319A CN201710785268.4A CN201710785268A CN107476319A CN 107476319 A CN107476319 A CN 107476319A CN 201710785268 A CN201710785268 A CN 201710785268A CN 107476319 A CN107476319 A CN 107476319A
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- rod
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- pressure ram
- steel
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
- E02D17/202—Securing of slopes or inclines with flexible securing means
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
- E02D17/207—Securing of slopes or inclines with means incorporating sheet piles or piles
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
- E02D27/14—Pile framings, i.e. piles assembled to form the substructure
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/38—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The invention discloses a kind of mountain area steep slope region Road Bridge Pile Foundation construction method, after determining pile foundation construction position, reinforced first by linked network anchor pole to domatic on abrupt slope is domatic, then cement sand bed and bar-mat reinforcement are successively added and requires depth to pile foundation is reached, reinforced again by the anchor of specially made structure, and then pile hole, place the steel pile casting with slurry leakage hole, steel reinforcement cage is placed in steel pile casting, finally carry out pouring to form pile body, cushion cap is made on pile body, complete pile foundation construction, construction method simplicity is easy to construct, and due to anchor pole, the setting of the specific structures such as anchor, further ensure construction quality.
Description
Technical field
The present invention relates to road construction field, more particularly to a kind of mountain area steep slope region Road Bridge Pile Foundation construction method.
Background technology
When Road Bridge Pile Foundation construction is carried out between high and steep mountains, it is sometimes desirable to constructed on abrupt slope.On abrupt slope with
Pile foundation construction on flat ground is compared, and is constructed on abrupt slope there is more multimass and potential safety hazard, and because physical features is asked
Topic, pile foundation construction process is relatively complicated, and quality is difficult to ensure that, is prone to accidents when actually using in the later stage.At present, for
The construction of steep slope region pile foundation is mainly following steps：
1st, landform is surveyed in detail, and Construction Design Schemes is formulated according to topographic(al) reconnaissance result；
2nd, landform is surveyed again before constructing, and original Construction Design Schemes are appraised and decided according to result is surveyed again, and for surveying again
As a result scheme modifying is carried out；
3rd, constructed in strict accordance with design, and carry out supervision and quality inspection.
Wherein, arrangement and method for construction occupies very big proportion, if designing improper or construction wrong, it is easy to cause pile foundation
Summit portion leaks outside or to face slope country rock thickness excessively thin, causes effective length insufficient, the hidden danger of quality such as bearing capacity weakens, thus designs
Going out a kind of easy method for being easy to steep slope region pile foundation construction has far-reaching significance.
The content of the invention
The present invention is directed to the above-mentioned problems in the prior art, there is provided a kind of mountain area steep slope region Road Bridge Pile Foundation is applied
Work method, construction method simplicity are easy to construct, and due to the setting of the specific structures such as anchor pole, anchor so that construction quality
Very big guarantee is obtained.
Adopted the following technical scheme that to achieve the above object with some other purposes, the present invention：
A kind of mountain area steep slope region Road Bridge Pile Foundation construction method, is mainly included the following steps that：
Step 1, pile foundation position is determined on domatic, using the pile foundation position as round dot the linked network in the range of 5-10m around
Domatic with fixation, wherein fixing linked network using anchor pole, the anchor pole is that one end is tip, and hook is provided with the outer rim of the other end
Hollow setting, and the outer wall of the anchor pole offers multiple through holes, by the anchor pole in a manner of pointed end along with it is described
Domatic vertical direction hammer into it is described it is domatic in so that the hook mounts with the linked network, and by the end of the anchor pole
To the hollow interior penetration concrete mortar of the anchor pole；
Step 2, the shotcrete in the linked network, and bar-mat reinforcement is laid on the cement sand bed, the steel
Muscle net is provided with the burr for protruding from the reinforcing bar net surface in the one side contacted with the cement sand bed, the burr
Length is 0.4-0.8cm, and the angle between the burr and the bar-mat reinforcement is 90 °；
Step 3, the shotcrete on the bar-mat reinforcement of step 2, then lay bar-mat reinforcement, fill-before-fire cement mortar, instead
The step for multiple, to meeting design requirement thickness；
Step 4, anchor position is demarcated in the plane that step 3 is formed, demarcated with the plane vertical direction
Anchor position on drill, mortar is poured into the drilling, and the anchor is fixed in the drilling；
Wherein, the anchor includes the hollow body of rod, chock and pressure ram, and one end of the body of rod is tip, separately
One end open, and by it is described drilling stretch into it is described it is domatic in, internal thread, the side of the body of rod are provided with the inwall of the body of rod
First opening is set on wall, the chock is arranged to first end has the cone of outwardly cambered surface for tip, the second end, and
It is arranged in a manner of tip is towards the outer wall of the body of rod in the described first opening, and the length of the chock is not more than institute
The 1/2 of external diameter of rod body is stated, there is space between the outer wall of the chock and the described first inwall being open；The week of first opening
Enclose and be provided with the second opening；The outer wall of the pressure ram is provided with the external screw thread with the screw-internal thread fit, the pressure ram
First end is tip, and the external diameter of the pressure ram is engaged with the internal diameter of the body of rod, so that described in pressure ram screw-in
During the body of rod, the chock is extruded, and the tip of the chock is protruded the outer wall of the body of rod；
Step 5, stake holes is drilled out by design requirement, and steel pile casting is installed in stake holes, the steel pile casting is both ends open
Hollow cylinder structure, and the diameter of the steel pile casting is gradually increased by stake holes bottom to stake holes surface, the side wall of the steel pile casting
On open up multiple slurry leakage holes；
Step 6, steel reinforcement cage with its minor diameter fit is put into the steel pile casting, and coagulation is irrigated in the steel reinforcement cage
Soil, form pile body；
Step 7, cushion cap is made above pile body, forms pile foundation.
Preferably, in described mountain area steep slope region Road Bridge Pile Foundation construction method, the linked network include outer net and
The Intranet being set in the outer net, the wirerope that the grid of the outer net is interlocked by transverse and longitudinal are worked out, horizontal wirerope and longitudinal direction
Wirerope is respectively set to two, and the position of the horizontal wirerope and the contact of longitudinal wirerope is mutually overlapping, and the Intranet is by wearing
In the steel wire composition in the grid, and the mesh of the Intranet is 2-5 mesh.
Preferably, in described mountain area steep slope region Road Bridge Pile Foundation construction method, it is articulated in the transverse direction
The position that wirerope and longitudinal wirerope are in contact.
Preferably, in described mountain area steep slope region Road Bridge Pile Foundation construction method, the sand that is poured into the drilling
Slurry amount is to the 1/3-1/2 of the drilling depth.
Preferably, in described mountain area steep slope region Road Bridge Pile Foundation construction method, the pressure ram is by described
The opening of the body of rod screws in the body of rod after pouring into cement mortar.
Preferably, in described mountain area steep slope region Road Bridge Pile Foundation construction method, the pressure ram is revolving completely
After entering the body of rod, then the body of rod is reversely screwed out, to reuse.
Preferably, in described mountain area steep slope region Road Bridge Pile Foundation construction method, the second end of the pressure ram
For to the cambered surface of the concave end of pressure ram first, the groove of right-angled intersection is offered in the cambered surface.
The present invention comprises at least following beneficial effect：
In the mountain area steep slope region Road Bridge Pile Foundation construction method of the present invention, after determining pile foundation construction position,
After carrying out slope reinforcing first on abrupt slope is domatic, pile foundation is then poured on domatic again, construction method is simply easily achieved, and is made
The stabilized structure for the pile foundation that must be cast on abrupt slope, beneficial to the guarantee of construction quality.
Linked network is set on domatic by elder generation, and linked network reinforced with anchor pole so that first to the rubble on domatic
Or particle is fixed, so as to improve the steadiness subsequently through cement mortar and bar-mat reinforcement to domatic reinforcing.Pass through
The penetration concrete mortar in anchor pole so that concrete mortar penetrates into domatic inside through the through hole of anchor pole side wall, and then improves
Anchor pole and the compactness of domatic connection, while own wt is improved after fill concrete mortar in anchor pole, so as to entering
One step strengthens the steadiness of anchor pole.
By setting bar-mat reinforcement and cement mortar successively to solidify domatic mode so that bar-mat reinforcement and cement mortar coordinate,
It is mutually bonded, improves fastening strength.Additionally by setting, the one side that bar-mat reinforcement contacts with cement mortar is jagged so that with steel
The vertical length of muscle net surface is only that 0.4-0.8cm burr can be pierced into the space of cement sand bed, so as to improve steel
The compactness that muscle net is connected with cement sand bed.
By the anchor for setting specific structure so that the pressure ram of anchor, can while the body of rod is screwed in
The chock set in pressure ram body, and because having certain space between the opening of chock and the body of rod so that chock is in point upward
Pair inclined mode is pierced into domatic around the body of rod, that is, further increases the compactness of anchor and domatic connection, i.e.,
Domatic fixation is more obvious, while by pouring into a certain amount of cement mortar in drilling, can also cause anchor
Can be further be bonded with slope structure, that is, further increase the robustness of pile foundation construction.
Further advantage, target and the feature of the present invention embodies part by following explanation, and part will also be by this
The research and practice of invention and be understood by the person skilled in the art.
Brief description of the drawings
Fig. 1 is the flow chart of steep slope region Road Bridge Pile Foundation construction method in mountain area provided by the invention；
Fig. 2 is the structural representation of linked network of the present invention；
Fig. 3 is the structural representation of anchor of the present invention.
Embodiment
The present invention is elaborated below in conjunction with the accompanying drawings, to make those of ordinary skill in the art refering to energy after this specification
It is enough to implement according to this.
As shown in figures 1 and 3, a kind of mountain area steep slope region Road Bridge Pile Foundation construction method, is mainly included the following steps that：
Step 1, pile foundation position is determined on domatic, using the pile foundation position as round dot the linked network in the range of 5-10m around
Domatic with fixation, wherein fixing linked network using anchor pole, the anchor pole is that one end is tip, and hook is provided with the outer rim of the other end
Hollow setting, and the outer wall of the anchor pole offers multiple through holes, by the anchor pole in a manner of pointed end along with it is described
Domatic vertical direction hammer into it is described it is domatic in so that the hook mounts with the linked network, and by the end of the anchor pole
To the hollow interior penetration concrete mortar of the anchor pole.
Step 2, the shotcrete in the linked network, and bar-mat reinforcement is laid on the cement sand bed, the steel
Muscle net is provided with the burr for protruding from the reinforcing bar net surface in the one side contacted with the cement sand bed, the burr
Length is 0.4-0.8cm, and the angle between the burr and the bar-mat reinforcement is 90 °.
Step 3, the shotcrete on the bar-mat reinforcement of step 2, then lay bar-mat reinforcement, fill-before-fire cement mortar, instead
The step for multiple, to meeting design requirement thickness.
Step 4, anchor position is demarcated in the plane that step 3 is formed, demarcated with the plane vertical direction
Anchor position on drill, mortar is poured into the drilling, and the anchor is fixed in the drilling.
Wherein, the anchor includes the hollow body of rod 1, chock 2 and pressure ram 3, and one end of the body of rod 1 is point
End, another end opening, and by it is described drilling stretch into it is described it is domatic in, internal thread, the bar are provided with the inwall of the body of rod 1
First opening is set in the side wall of body 1, and the chock 2 is arranged to first end as tip, and the second end has outwardly cambered surface
Cone, and be arranged in a manner of tip is towards the outer wall of the body of rod 1 in the described first opening, and the chock 2
Length is not more than the 1/2 of the external diameter of the body of rod 1, has space between the outer wall of the chock 2 and the described first inwall being open；Institute
State and the second opening 4 is provided with around the first opening；The outer wall of the pressure ram 3 is provided with the outer spiral shell with the screw-internal thread fit
Line, the first end of the pressure ram 3 is tip, and the external diameter of the pressure ram 3 is engaged with the internal diameter of the body of rod 1, so that
When the pressure ram 3 screws in the body of rod 1, the chock 2 is extruded, and the tip of the chock 2 is protruded the body of rod 1
Outer wall.
Step 5, stake holes is drilled out by design requirement, and steel pile casting is installed in stake holes, the steel pile casting is both ends open
Hollow cylinder structure, and the diameter of the steel pile casting is gradually increased by stake holes bottom to stake holes surface, the side wall of the steel pile casting
On open up multiple slurry leakage holes.
Step 6, steel reinforcement cage with its minor diameter fit is put into the steel pile casting, and coagulation is irrigated in the steel reinforcement cage
Soil, form pile body.
Step 7, cushion cap is made above pile body, forms pile foundation.
In such scheme, by installing steel pile casting in stake holes, and steel reinforcement cage is installed in steel pile casting, steel pile casting is to stake
Hole surface plays a part of fixed and supported, and steel reinforcement cage can reinforce the pile body that follow-up concrete is formed, by setting steel to protect
Cylinder is to have stake holes bottom to stake holes surface gradually to increase so that the simpler convenience of installing of steel pile casting, so as to reduce construction
Difficulty, speed of application is improved, by opening up multiple slurry leakage holes in the side wall of steel pile casting so that by the coagulation irrigated in steel reinforcement cage
Soil can enter steel pile casting through steel reinforcement cage, and be entered by the slurry leakage hole of steel pile casting in stake holes so that stake holes, steel pile casting and reinforcing bar
Cage closely bonds together, and then further increases the steadiness of pile foundation construction, avoids the leakage of pile foundation summit portion
Or to face slope country rock thickness excessively thin, cause effective length insufficient, the hidden danger of quality such as bearing capacity weakens.
As shown in Fig. 2 in a preferred scheme, the linked network includes outer net 5 and the Intranet 6 being set in the outer net 5,
The wirerope that the grid of the outer net 5 is interlocked by transverse and longitudinal is worked out, and horizontal wirerope and longitudinal wirerope are respectively set to two, and institute
The position for stating horizontal wirerope and the contact of longitudinal wirerope is mutually overlapped, and the Intranet 6 is made up of the steel wire being arranged in the grid,
And the mesh of the Intranet 6 is 2-5 mesh.
In such scheme, by setting the linked network collectively constituted by outer net and Intranet, outer net is worked out by the wirerope of two-wire
Form, can significantly strengthen the intensity of linked network, and by setting the Intranet of steel wire composition, Intranet mesh inside the grid of outer net
Only 2-5 mesh, can effectively fix abrupt slope it is domatic on rubble etc., and the setting for passing through linked network so that cement sand bed with
Domatic is completely embedded.
In one preferred scheme, the position that the horizontal wirerope and longitudinal wirerope are in contact is articulated in.
In such scheme, the position that horizontal wirerope and longitudinal wirerope are in contact is articulated in, does not interfere with linked network
Structural strength, and make it that the mounting of anchor pole and linked network is firmer, so as to play good fixed effect to linked network.
In one preferred scheme, the mortar amount poured into the drilling is to the 1/3-1/2 of the drilling depth.
In such scheme, by limiting 1/3-1/2 of the mortar amount poured into drilling as drilling depth so that the body of rod is stretched
Enter in drilling, will not to emit outside mortar, so as to influence normal construction, and the mortar amount of 1/3-1/2 drilling depths is also enough to make
Obtain mortar and how domatic inside is penetrated into by each second opening on the body of rod.
In one preferred scheme, the pressure ram 3 pours into after cement mortar in the opening by the body of rod 1 and screws in the bar
Body 1.
In such scheme, cement mortar is poured into the body of rod, it is identical with pouring into cement mortar effect in anchor pole, it can make
The body of rod is obtained preferably to link together with domatic by the sticky of cement mortar.Meanwhile by setting pressure ram and the body of rod to pass through
The mode of screw thread rotation is in contact so that pressure ram stretches into more laborsaving convenience in the body of rod, so as to effectively reduce constructor
The working strength of member, improves efficiency of construction, that is, reduces construction cost.
In one preferred scheme, the pressure ram 3 is after the body of rod 1 is completely screwed into, then reversely screws out the body of rod 1,
To reuse.
In such scheme, by the way that pressure ram is screwed in the body of rod, chock can be extruded and cement mortar is stretched into outside the body of rod
Portion it is domatic in, so as to improve anchor to domatic fixed effect, and after pressure rod is screwed out, pressure ram can be made repeatedly
Use, so as to reduce cost, in addition, cement mortar can be poured into the body of rod after pressure ram back-out, will be filled out inside the body of rod
It is full, so as to further increase the deadweight of the body of rod, also just improve anchoring effect.
In one preferred scheme, the second end of the pressure ram 3 is the cambered surface to the concave end of pressure ram 3 first, institute
State the groove 19 that right-angled intersection is offered in cambered surface.
In such scheme, by the second end of pressure ram set concave surface, and above set right-angled intersection groove,
By specific purpose tool or other instruments pressure ram can be more easy to inside the convenient and strength-saving screw-in body of rod, and then reduce construction
The work difficulty of personnel.
Although embodiment of the present invention is disclosed as above, it is not restricted in specification and embodiment listed
With it can be applied to various suitable the field of the invention completely, can be easily for those skilled in the art
Other modification is realized, therefore under the universal limited without departing substantially from claim and equivalency range, it is of the invention and unlimited
In specific details and the legend herein shown with description.
Claims (7)
1. a kind of mountain area steep slope region Road Bridge Pile Foundation construction method, wherein, mainly include the following steps that：
Step 1, pile foundation position is determined on domatic, using the pile foundation position be round dot around in the range of 5-10m linked network to consolidate
Fixed domatic, wherein fixing linked network using anchor pole, the anchor pole is that one end is tip, and the sky of hook is provided with the outer rim of the other end
The heart is set, and the outer wall of the anchor pole offers multiple through holes, by the anchor pole in a manner of pointed end along with it is described domatic
Vertical direction hammer into it is described it is domatic in so that the hook mounts with the linked network, and from the end of the anchor pole to institute
State the hollow interior penetration concrete mortar of anchor pole；
Step 2, the shotcrete in the linked network, and bar-mat reinforcement is laid on the cement sand bed, the bar-mat reinforcement
The burr for protruding from the reinforcing bar net surface, the length of the burr are provided with the one side contacted with the cement sand bed
For 0.4-0.8cm, the angle between the burr and the bar-mat reinforcement is 90 °；
Step 3, the shotcrete on the bar-mat reinforcement of step 2, then lay bar-mat reinforcement, fill-before-fire cement mortar, repeatedly this
One step, to meeting design requirement thickness；
Step 4, anchor position is demarcated in the plane that step 3 is formed, with the plane vertical direction demarcation anchor
It is fixedly mounted with the position put and drills, mortar is poured into the drilling, and the anchor is fixed in the drilling；
Wherein, the anchor includes the hollow body of rod, chock and pressure ram, and one end of the body of rod is sophisticated, the other end
Opening, and by the drilling stretch into it is described it is domatic in, internal thread is provided with the inwall of the body of rod, in the side wall of the body of rod
First opening is set, the chock is arranged to first end has the cone of outwardly cambered surface for tip, the second end, and with point
The mode of head towards the outer wall of the body of rod is arranged in the described first opening, and the length of the chock is not more than the bar
There is space between the inwall of the 1/2 of external footpath, the outer wall of the chock and first opening；Set around first opening
It is equipped with the second opening；The outer wall of the pressure ram is provided with the external screw thread with the screw-internal thread fit, and the first of the pressure ram
Hold as tip, and the external diameter of the pressure ram is engaged with the internal diameter of the body of rod, so that the pressure ram screws in the body of rod
When, the chock is extruded, and the tip of the chock is protruded the outer wall of the body of rod；
Step 5, stake holes is drilled out by design requirement, and steel pile casting is installed in stake holes, the steel pile casting is hollow for both ends open
Column structure, and the diameter of the steel pile casting is gradually increased by stake holes bottom to stake holes surface, is opened in the side wall of the steel pile casting
If multiple slurry leakage holes；
Step 6, steel reinforcement cage with its minor diameter fit, and the concrete perfusion in the steel reinforcement cage are put into the steel pile casting,
Form pile body；
Step 7, cushion cap is made above pile body, forms pile foundation.
2. steep slope region Road Bridge Pile Foundation construction method in mountain area as claimed in claim 1, wherein, the linked network includes outer net
With the Intranet being set in the outer net, the wirerope that the grid of the outer net is interlocked by transverse and longitudinal is worked out, horizontal wirerope and vertical
Two are respectively set to wirerope, and the position of the horizontal wirerope and the contact of longitudinal wirerope is mutually overlapping, the Intranet is by wearing
Steel wire composition in the grid, and the mesh of the Intranet is 2-5 mesh.
3. steep slope region Road Bridge Pile Foundation construction method in mountain area as claimed in claim 2, wherein, it is articulated in the horizontal stroke
The position being in contact to wirerope and longitudinal wirerope.
4. steep slope region Road Bridge Pile Foundation construction method in mountain area as claimed in claim 1, wherein, poured into the drilling
Mortar amount is to the 1/3-1/2 of the drilling depth.
5. steep slope region Road Bridge Pile Foundation construction method in mountain area as claimed in claim 1, wherein, the pressure ram is by institute
State the body of rod opening pour into cement mortar after screw in the body of rod.
6. steep slope region Road Bridge Pile Foundation construction method in mountain area as claimed in claim 1, wherein, the pressure ram is complete
After screwing in the body of rod, then the body of rod is reversely screwed out, to reuse.
7. steep slope region Road Bridge Pile Foundation construction method in mountain area as claimed in claim 1, wherein, the second of the pressure ram
Hold as to the cambered surface of the concave end of pressure ram first, the groove of right-angled intersection is offered in the cambered surface.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710785268.4A CN107476319A (en) | 2017-09-04 | 2017-09-04 | Mountain area steep slope region Road Bridge Pile Foundation construction method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710785268.4A CN107476319A (en) | 2017-09-04 | 2017-09-04 | Mountain area steep slope region Road Bridge Pile Foundation construction method |
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| CN107476319A true CN107476319A (en) | 2017-12-15 |
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|---|---|---|---|
| CN201710785268.4A Pending CN107476319A (en) | 2017-09-04 | 2017-09-04 | Mountain area steep slope region Road Bridge Pile Foundation construction method |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108951652A (en) * | 2018-08-08 | 2018-12-07 | 武岳 | Tunnel immediately adjacent to bridge section deep foundation pit supporting structure and construction method |
| CN112726586A (en) * | 2020-12-18 | 2021-04-30 | 河海大学 | Reinforcing sheet outward-rotating type nailing anchoring pile and construction method |
| CN112962635A (en) * | 2021-02-19 | 2021-06-15 | 王斌 | Anchoring device for preventing landslide geological disasters |
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| CN106284383A (en) * | 2016-09-19 | 2017-01-04 | 刘立刚 | Preventing and treating completely weathered granite side slope damage by water waterproof and water drainage system and construction method thereof |
| CN106368231A (en) * | 2016-10-08 | 2017-02-01 | 张献斌 | Construction method of road bridge pile foundation of mountain steep slope region |
| CN106812150A (en) * | 2017-03-14 | 2017-06-09 | 王岐 | A kind of mountain area steep slope region Road Bridge Pile Foundation construction method |
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|---|---|---|---|---|
| JPS6466317A (en) * | 1987-09-08 | 1989-03-13 | Toa Harbor Works Co Ltd | Setting of slope frame block |
| CN204608776U (en) * | 2015-01-29 | 2015-09-02 | 山东大学 | A kind of recoverable anchor rod of falling wedge-type |
| CN106284383A (en) * | 2016-09-19 | 2017-01-04 | 刘立刚 | Preventing and treating completely weathered granite side slope damage by water waterproof and water drainage system and construction method thereof |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108951652A (en) * | 2018-08-08 | 2018-12-07 | 武岳 | Tunnel immediately adjacent to bridge section deep foundation pit supporting structure and construction method |
| CN112726586A (en) * | 2020-12-18 | 2021-04-30 | 河海大学 | Reinforcing sheet outward-rotating type nailing anchoring pile and construction method |
| CN112962635A (en) * | 2021-02-19 | 2021-06-15 | 王斌 | Anchoring device for preventing landslide geological disasters |
| CN112962635B (en) * | 2021-02-19 | 2023-01-10 | 中咨数据有限公司 | Anchoring device for preventing landslide geological disasters |
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Application publication date: 20171215 |