CN203701105U - Fiber bag grouting expanding body prestressed anchor - Google Patents
Fiber bag grouting expanding body prestressed anchor Download PDFInfo
- Publication number
- CN203701105U CN203701105U CN201420036242.1U CN201420036242U CN203701105U CN 203701105 U CN203701105 U CN 203701105U CN 201420036242 U CN201420036242 U CN 201420036242U CN 203701105 U CN203701105 U CN 203701105U
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- China
- Prior art keywords
- slip casting
- fibre bag
- bag
- anchor
- grouting pipe
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Abstract
The utility model discloses a fiber bag grouting expanding body prestressed anchor and a using method thereof. The prestressed anchor comprises an anchor body, a grouting fiber bag, a grouting pipe in the fiber bag, a primary grouting pipe outside the fiber bag and a secondary grouting pipe outside the fiber bag. The end portion of the anchor is provided with the grouting fiber bag which is breathable, water-permeable and grout-impermeable and formed by sewing organic synthetic materials, the anchor body is wrapped by the grouting fiber bag, sealing structures for preventing grout from leaking are arranged at the two ends of the grouting fiber bag, and a one-way grout stop valve is further arranged on the grouting pipe in the grouting fiber bag. The fiber bag grouting expanding body prestressed anchor is simple in structure, low in cost, convenient to manufacture on site, and easy to construct.
Description
Technical field
The utility model relates to a kind of anchor pole, particularly a kind of, water permeability ventilative by having, but body prestressed anchor is expanded in the slip casting that the slip casting Fibre Bag of spillage does not form.
Background technology
China various places have the weak soil of varying number to distribute.The features such as intensity is low, compressibilty is high owing to having for Muddy Bottoms clay wherein, highly sensitive, the fixed cycle is long, while adopting anchor pole to carry out pattern foundation pit supporting structure, after pore-forming, hole wall easily caves in, slip casting poor controllability, does not often reach the anti-pulling capacity of design, and construction quality is difficult to guarantee.The cloth bag Fibre Bag of similar permeability (or have) slip casting is applied to foundation ditch soil nailing or bolt support, is limited to slotted hole section and lays cloth bag difficulty and injecting cement paste diameter less (≤250mm), still do not reach the anti-pulling capacity of designing requirement.Along with the development of construction project, Soft Deep Foundation Pit cutting depth is increasing, and due to the characteristic of weak soil self, common pile-anchor retaining pattern is not just suitable for the deep foundation pit support in this class area.Although adopt the method for full hole increase anchor hole diameter or lengthening rock-bolt length effective, construction cost increase is very high, difficulty of construction also can strengthen.
Utility model content
The purpose of this utility model is in order to solve above-mentioned deficiency, from the viewpoint of construction economy and construction complexity two, loading characteristic in conjunction with bolt support technology in Soft Soil Layer, by strengthening anchor rod anchored section of bottom forming hole diameter, the surface area and the basal area that increase expanding reach improve its frictional resistance and end resistance, being lowered to slip casting Fibre Bag slurries pressure squeezes will deposit mud or the residual cutting object of reaming (sediment) etc. at the bottom of hole of support Fibre Bag and is extruded onto hole wall, the surface area and the basal area that increase expanding reach improve its frictional resistance and end resistance, form end and expand body prestressed anchor, improve anchor pole anti-pulling capacity, a kind of construction of design is simple and easy, cheap, body prestressed anchor is expanded in uplift resistance slip casting large and that be applicable to the Soft Deep Foundation Pit supportings such as Muddy Bottoms clay.
The utility model solves the technical scheme that its technical problem adopts:
Body prestressed anchor is expanded in a kind of Fibre Bag slip casting, comprise anchor rod body, slip casting Fibre Bag and Grouting Pipe, described anchor rod body is formed by many steel strand constraints, and be surrounded by slip casting Fibre Bag outside end, described anchor rod body one end, and described slip casting Fibre Bag at least one end is fixed on described anchor rod body by hermetically-sealed construction, on anchor rod body, be provided with Grouting Pipe in bag, in bag, Grouting Pipe one end is extending in Fibre Bag, the other end is connected with surface grout injection pump through after anchor hole, it is characterized in that, in described bag, in Grouting Pipe, be serially connected with unidirectional grouting stop-valve, prevent that the slurries in slip casting Fibre Bag from flowing backwards, and be fixed with at least one pair of baffle plate on the anchor rod body of described slip casting Fibre Bag inside, in case solidifying rear anchor rod body, extracts in the induration being formed by slip casting Fibre Bag grouting liquid.
Further, also be provided with in described slip casting Fibre Bag outside the once grouting pipe from slip casting to slip casting Fibre Bag space outerpace and the secondary grouting pipe that carry out respectively, once grouting pipe is wherein for carrying out slip casting to slip casting Fibre Bag space outerpace, and secondary grouting pipe is for carrying out secondary high-pressure slip-casting to slip casting Fibre Bag periphery.
Further, described secondary grouting pipe anchoring section is provided with aperture, blocked for preventing aperture, is provided with the encapsulant sealing that can automatically open under 2MPa-3MPa pressure at aperture place.
Further, described slip casting Fibre Bag is the one having in non-woven fibre bag ventilative, permeable but not spillage or other organic synthetic fibers bag, under deployed condition, for the bag shaped structure of approximate circle shape and diameter are 3～4 times of bore diameter before reaming, length is depending on soft layer thickness and design anti-pulling capacity, general 4m～6m.
Further, described slip casting Fibre Bag is to be made and formed by the sheet organic synthesis material with some strength, easy to make.
Further, the hermetically-sealed construction of described slip casting Fibre Bag end is: comprise the weather strip being filled between slip casting Fibre Bag bundle mouth and anchor rod body and the securing member that is banded in slip casting Fibre Bag bundle mouth outside, described weather strip is flexible line expanding material, meets water and expands.
Further, described securing member is the one in pipe collar or steel wire.
Further, on the described steel strand of at least one side of described baffle plate, be also provided with the steel bushing projection of fixed dam.
Further, in described anchor rod body, be provided with 1 support ring for steel strand are strutted every 2m.
The beneficial effects of the utility model are: inject slurries by grouting pump to Fibre Bag inside and outside, squeeze will deposit at the bottom of hole mud or the residual cutting object of reaming (sediment) etc. of support Fibre Bag by slurries pressure and be extruded onto hole wall and form end expansion body prestressed anchor, improve its anti-pulling capacity.This Fibre Bag slip casting enlarging anchor rod is simple in structure, and cost is low, and field fabrication is easy to process, is easy to construction.Can be applied to widely the soft soil layers such as mud, silt clay, mucky silt, peat, cumulosol.According to strata condition and design anti-pulling capacity, can be increased to more than 2 expanding body section.
Accompanying drawing explanation
Body prestressed anchor structural representation is expanded in the slip casting of Fig. 1 Fibre Bag.
The pattern one of Fig. 2 Fibre Bag external port enclosuring structure.
The pattern two of Fig. 3 Fibre Bag external port enclosuring structure.
The pattern one of Fig. 4 Fibre Bag inner port enclosuring structure.
The pattern two of Fig. 5 Fibre Bag inner port enclosuring structure.
Fig. 6 is the occupied state schematic diagram of anchor rod body in anchor hole.
Fig. 7 is A--A place sectional view in Fig. 6.
Fig. 8 is the constraint stereogram of anchor rod body.
Fig. 9 is the stereogram of baffle plate.
Figure 10 is the stereogram of support ring.
Figure 11 is the best schematic diagram of support ring.
Figure 12 is the combination schematic diagram of steel strand and steel bushing.
Figure 13 is that prestressed anchor is in tensioning fixation view.
Figure 14 is the anchor structure schematic diagram in embodiment bis-.
In figure, 1 anchor rod body, 11 steel strand, 111 steel bushings, 12 baffle plates, 121 first perforation, 122 second perforation, 123 steel bushing projections, 13 support rings, 131 arc notch, 132 the 3rd perforation, 133 through holes, 14 steel wires, 2 slip casting Fibre Bags, 22 weather strips, 23 pipe collars, 24 sew up mouthful, Grouting Pipe in 3 bags, 31 unidirectional grouting stop-valves, 41 once grouting pipes, 42 secondary grouting pipes.
The specific embodiment
Below by example, the utility model will be further described by reference to the accompanying drawings.
Embodiment mono-
As shown in Figures 1 to 12, the Fibre Bag slip casting that the present embodiment is described is expanded body prestressed anchor and is comprised Grouting Pipe 3, once grouting pipe 41 and secondary grouting pipe 42 in anchor rod body 1, slip casting Fibre Bag 2, bag.Anchor rod body 1 is adopt steel strand 11 and coordinate baffle plate 12 and support ring 13 is made.First, steel strand 11 are cut into certain length, and its length depending on the pattern foundation pit supporting structure degree of depth by design, and undertaken fasteningly by steel bushing 111 in the bottom of steel strand, form a constraint, prevent from dispersing, stand-by.
Then by baffle plate 12 and support ring, many (general two to four) steel strand are fixed into one, and use in place high-tensile steel wires 14 to tie up.Wherein baffle plate 12 is discoidal Flange-shaped Parts, is steel component, and it circumferentially has first perforation 121 of passing for steel strand 11 being evenly arranged, and offers second perforation 122 of passing for Grouting Pipe in the central authorities of baffle plate.Because baffle plate is load parts, employing quality carbon steel is made, and can increase its intensity through heat treatment, and on the described steel strand of a side of baffle plate, be also provided with the steel bushing projection 123 of fixed dam, improve the bond strength of baffle plate and steel strand, raising further itself and solidify after the bond strength of concrete block.Support ring 13 is discoid, and circumferentially there is at it arc notch 131 of placing for steel strand being evenly arranged, and having the 3rd perforation 132 of passing for Grouting Pipe in the central authorities of support ring, support ring plays the effect of support, and many steel strand are strutted, for ease of the backfill of slurry and flow, in support ring, be preset with through hole 133, form Openworks shape, support ring 13 is moulding, Figure 10 is a kind of simplified structure, and optimum structure pattern as shown in figure 11.Itself and baffle interval layout, general interval pitch is 2 meters of left and right, and with wire binding, makes many steel strand form an entirety, i.e. anchor rod bodies 1.
The end of anchor rod body 1 is to adopt organic synthesis material ventilative, permeable but not spillage to be sewn into the slip casting Fibre Bag 2 of approximate circle shape, sew up mouth 24 as shown in Figure 4, and adopt steel wire 14 and weather strip 22 to be banded on anchor rod body in slip casting Fibre Bag external port (being the upper end in Fig. 1), form one, as shown in Figure 2.Described weather strip is flexible line expanding material, meets water and expands.Due to after steel wire and weather strip are tied up, can form the sealing device special that prevents slurries leakage at slip casting Fibre Bag and anchor rod body place, form fastening and sealing, also can adopt pipe collar 23 fitted seal bars 22 to reinforce at the two ends place of tying up of slip casting Fibre Bag, form one, as shown in Figure 3.
And adopt steel wire 14 and weather strip 22 to be banded on anchor rod body in slip casting Fibre Bag inner port (being the lower end in Fig. 1), form one, also can adopt free state, and between anchor rod body without direct fastening relation, with reference to figure 4 and Fig. 5.
In bag, Grouting Pipe 3 adopts the thickening pvc pipe of high-quality, and after perforation and arc notch on support ring and baffle plate, in bag, the inner of Grouting Pipe 3 outlet is positioned at the inner bottom of slip casting Fibre Bag, forms the passage of slip casting, convenient to slip casting in bag.And in Grouting Pipe 3, be also provided with a unidirectional grouting stop-valve 31 in the inner or outside bag of fiber slip casting Fibre Bag, and buying one-way valve element, the effective unidirectional blocking effect of formation one, makes the slurry can only be to unidirectional passing through in bag.And at the external metal tube of unidirectional grouting stop-valve 31, after completing, slip casting in time external metal tube is removed.
On anchor rod body 1, be also provided with the once grouting pipe 41 from slip casting to slip casting Fibre Bag space outerpace and the secondary grouting pipe 42 that supplement respectively, once grouting pipe 41 wherein carries out slip casting for space outerpace outside slip casting Fibre Bag, and secondary grouting pipe 42 is for carrying out secondary high-pressure slip-casting to slip casting Fibre Bag periphery.For improving secondary grouting effect, secondary grouting pipe 42 is separated to aperture in slip casting Fibre Bag portion, the diameter of aperture is less, for fracture grouting.And adopt the lower material seal of intensity at aperture place, can under 2-3MPa pressure, open, can prevent once grouting again time, stop up.
Using method is as follows:
The first step, boring, get out a deep hole with conventional bit, is drilled into and after the reaming degree of depth, changes reaming bit or carry out end reaming with spray technology, forms anchor hole;
Second step, the anchor rod body one end that is enclosed with slip casting Fibre Bag is inserted in anchor hole, by Grouting Pipe in bag, slip casting Fibre Bag is carried out to slip casting; Fill after slurry, then by the outer once grouting pipe of bag to slip casting in the anchor hole of slip casting Fibre Bag outer end, until fill, starch concretion body strength to once grouting and reach after 5MPa, then by secondary grouting pipe, carry out secondary grouting with high-pressure injection pump;
The 3rd step, when the intensity of prestressed anchor induration reach 15MPa or design strength 75% after, anchor pole outer end use a ground tackle anchor rod body is carried out to tensioning fixation, whole structure is with reference to Figure 13.
Embodiment bis-
As shown in figure 14, the Fibre Bag slip casting that the present embodiment is described is expanded body prestressed anchor and is expanded body section, when use, can, according to strata condition and design anti-pulling capacity, expansion body section be increased to more than 2 or 2, form two forms that slip casting Fibre Bag is shared in Figure 13, improve anti-pulling capacity.
Embodiment recited above is described preferred embodiment of the present utility model; not scope of the present utility model is limited; do not departing under the prerequisite of the utility model design spirit; relevant technical staff in the field, to various distortion of the present utility model and improvement, all should expand in protection domain as determined in the utility model claims.
Claims (9)
1. body prestressed anchor is expanded in a Fibre Bag slip casting, comprise anchor rod body (1), slip casting Fibre Bag (2) and Grouting Pipe, described anchor rod body is formed by many steel strand (11) constraint, and be surrounded by slip casting Fibre Bag outside end, described anchor rod body one end, and described slip casting Fibre Bag at least one end is fixed on described anchor rod body by hermetically-sealed construction, on anchor rod body, be provided with Grouting Pipe (3) in bag, in described bag, Grouting Pipe one end is extending in Fibre Bag, the other end is through being connected with surface grout injection pump from anchor hole, it is characterized in that, in described bag, in Grouting Pipe, be serially connected with the unidirectional grouting stop-valve (31) of the slurries refluence preventing in slip casting Fibre Bag, and on the anchor rod body of described slip casting Fibre Bag inside, be fixed with at least one pair of prevent slurries solidify after the baffle plate (12) of anchor rod body from extracting in the induration being formed by slip casting Fibre Bag.
2. body prestressed anchor is expanded in a kind of Fibre Bag slip casting according to claim 1, it is characterized in that, also be provided with in described slip casting Fibre Bag outside the once grouting pipe (41) from slip casting to slip casting Fibre Bag space outerpace and the secondary grouting pipe (42) that carry out respectively, once grouting pipe is wherein for carrying out slip casting to slip casting Fibre Bag space outerpace, and secondary grouting pipe is for carrying out secondary high-pressure slip-casting to slip casting Fibre Bag periphery.
3. body prestressed anchor is expanded in a kind of Fibre Bag slip casting according to claim 2, it is characterized in that, described secondary grouting pipe (42) anchoring section has aperture, and is preset with the encapsulant sealing that can automatically open under 2MPa to 3MPa pressure at aperture place.
4. body prestressed anchor is expanded in a kind of Fibre Bag slip casting according to claim 1 and 2, it is characterized in that, described slip casting Fibre Bag (2) is for having the one in non-woven fibre bag ventilative, permeable but not spillage or other organic synthetic fibers bag, under deployed condition, slip casting Fibre Bag is that the bag shaped structure of approximate circle shape and diameter are bore diameter 3～4 times, and length is generally 4m～6m.
5. body prestressed anchor is expanded in a kind of Fibre Bag slip casting according to claim 4, it is characterized in that, described slip casting Fibre Bag (2) is to be made and formed by the organic synthesis earth working material with some strength.
6. body prestressed anchor is expanded in a kind of Fibre Bag slip casting according to claim 1 and 2, it is characterized in that, the hermetically-sealed construction of described slip casting Fibre Bag end is: comprise the weather strip (22) being filled between slip casting Fibre Bag bundle mouth and anchor rod body and be banded in the securing member (23) in slip casting Fibre Bag bundle mouth outside, described weather strip is the line expanding material that flexible chance water expand.
7. body prestressed anchor is expanded in a kind of Fibre Bag slip casting according to claim 6, it is characterized in that, described securing member (23) is the one in pipe collar or high-tensile steel wires.
8. body prestressed anchor is expanded in a kind of Fibre Bag slip casting according to claim 1 and 2, it is characterized in that, is also provided with the steel bushing projection (123) of fixed dam on the described steel strand of at least one side of described baffle plate.
9. body prestressed anchor is expanded in a kind of Fibre Bag slip casting according to claim 1, it is characterized in that, in described anchor rod body, is provided with 1 support ring (13) for steel strand are strutted every 2m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420036242.1U CN203701105U (en) | 2014-01-21 | 2014-01-21 | Fiber bag grouting expanding body prestressed anchor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420036242.1U CN203701105U (en) | 2014-01-21 | 2014-01-21 | Fiber bag grouting expanding body prestressed anchor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203701105U true CN203701105U (en) | 2014-07-09 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420036242.1U Withdrawn - After Issue CN203701105U (en) | 2014-01-21 | 2014-01-21 | Fiber bag grouting expanding body prestressed anchor |
Country Status (1)
| Country | Link |
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| CN (1) | CN203701105U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103726498A (en) * | 2014-01-21 | 2014-04-16 | 山东正元建设工程有限责任公司 | Grouting expanding pre-stressed anchor rod of fiber bag and using method thereof |
| CN104695435A (en) * | 2015-04-07 | 2015-06-10 | 兰州理工大学 | Self-locking anchoring fiber anchor rod and construction method |
| CN106760622A (en) * | 2017-01-03 | 2017-05-31 | 北京航勘建设有限公司 | A kind of construction anti-sunken support frame of drag reduction |
| CN107142932A (en) * | 2017-04-28 | 2017-09-08 | 赵津梁 | A kind of anchor bolt support matrix and anchor bolt support and anchor bolt support preparation method |
| CN114658042A (en) * | 2022-04-08 | 2022-06-24 | 中冶建筑研究总院（深圳）有限公司 | High confined water head stratum double-pipe grouting bagged anti-floating anchor rod and construction method thereof |
-
2014
- 2014-01-21 CN CN201420036242.1U patent/CN203701105U/en not_active Withdrawn - After Issue
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103726498A (en) * | 2014-01-21 | 2014-04-16 | 山东正元建设工程有限责任公司 | Grouting expanding pre-stressed anchor rod of fiber bag and using method thereof |
| CN104695435A (en) * | 2015-04-07 | 2015-06-10 | 兰州理工大学 | Self-locking anchoring fiber anchor rod and construction method |
| CN104695435B (en) * | 2015-04-07 | 2016-05-25 | 兰州理工大学 | A kind of auto-lock anchorage fiber anchor rod and construction method |
| CN106760622A (en) * | 2017-01-03 | 2017-05-31 | 北京航勘建设有限公司 | A kind of construction anti-sunken support frame of drag reduction |
| CN107142932A (en) * | 2017-04-28 | 2017-09-08 | 赵津梁 | A kind of anchor bolt support matrix and anchor bolt support and anchor bolt support preparation method |
| CN114658042A (en) * | 2022-04-08 | 2022-06-24 | 中冶建筑研究总院（深圳）有限公司 | High confined water head stratum double-pipe grouting bagged anti-floating anchor rod and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20140709 Effective date of abandoning: 20150715 |
|
| RGAV | Abandon patent right to avoid regrant |