CN205382941U - Bridge tunnel reinforcement member inserted sheet formula cementer - Google Patents
Bridge tunnel reinforcement member inserted sheet formula cementer Download PDFInfo
- Publication number
- CN205382941U CN205382941U CN201620167069.8U CN201620167069U CN205382941U CN 205382941 U CN205382941 U CN 205382941U CN 201620167069 U CN201620167069 U CN 201620167069U CN 205382941 U CN205382941 U CN 205382941U
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- CN
- China
- Prior art keywords
- grouting
- bridge tunnel
- provisions
- pipe fitting
- strenthening member
- 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.)
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- 230000002787 reinforcement Effects 0.000 title abstract description 5
- 239000000463 material Substances 0.000 claims abstract description 34
- 238000009434 installation Methods 0.000 claims abstract description 13
- 239000008267 milk Substances 0.000 claims abstract description 11
- 210000004080 milk Anatomy 0.000 claims abstract description 11
- 235000013336 milk Nutrition 0.000 claims abstract description 11
- 239000011440 grout Substances 0.000 abstract description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract 1
- 239000002002 slurry Substances 0.000 description 37
- 239000004570 mortar (masonry) Substances 0.000 description 16
- 239000002184 metal Substances 0.000 description 8
- 229910052751 metal Inorganic materials 0.000 description 8
- 238000000034 method Methods 0.000 description 8
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 4
- 229910052802 copper Inorganic materials 0.000 description 4
- 239000010949 copper Substances 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 4
- 238000003466 welding Methods 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 230000001419 dependent effect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005429 filling process Methods 0.000 description 2
- 239000007769 metal material Substances 0.000 description 2
- 238000003860 storage Methods 0.000 description 2
- 239000002131 composite material Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000009440 infrastructure construction Methods 0.000 description 1
- 239000011159 matrix material Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000009304 pastoral farming Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 238000006748 scratching Methods 0.000 description 1
- 230000002393 scratching effect Effects 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model discloses a bridge tunnel reinforcement member inserted sheet formula cementer, include that a fixed subassembly, at least one grout connect and an at least anti -overflow goes out the piece, fixed subassembly is fixed in outside one waits the pipe fitting that is in the milk, fixed subassembly forms the grout mouth, first end that grout connects with the dismantled connection structure that the grout degree of lip -rounding becomes to mutually support, the anti -overflow go out the piece set up in grout mouthful with wait to be in the milk between the pipe fitting. Owing to adopted the utility model discloses a bridge tunnel reinforcement member inserted sheet formula cementer, its watering density is high, be difficult for difficultly in waiting to water the pipe fitting producing space, cavity, air bubble, but has simple structure, convenient reuse is dismantled in with low costs, installation, and watering product quality is good, intensity is high, the advantage of material saving cost.
Description
Technical field
This utility model relates to the reinforcing engineering construction fields such as bridge tunnel, particularly relates to a kind of bridge tunnel strenthening member blade inserting provisions for grouting.
Background technology
Fast development along with urban infrastructure construction, bridge tunnel track traffic also develops rapidly, but owing to being affected by factors such as geologic structure, soil environment, operation brisances, can there is the phenomenon such as avalanche, lax deformation, sedimentation, for this, employing bracing reinforcement technology is just most important.
Adopt of current domestic bridge tunnel inner support reinforcement technique installs sheet steel support more, and this utility model technology relates to adopting the annular support member formed at metal side tube outer surface composite high-strength material, this component is after needing the installation of reinforcing body inwall fixing, in order to further enhance component support strength, it is necessary to fill high intensity and closely knit mortar in the metal side tube of composition.Metal guide pipe is welded in the many employings of prior art at strenthening member two ends, link with copper valve with metal threaded, therefore, prior art has the disadvantage that 1, strenthening member may pass through when needing and installing in reinforcing body that inwall gathers respectively organizes cable, and the metal guide pipe at strenthening member two ends is likely to result in and not only passes through difficulty and also have the danger scratching cable.2, the metallic object of inner tube segment is generally all made up of the many parallel weldings of metal side tube, often end in strenthening member must weld many metal guide pipes could meet the internal four respective grouting requirements of square tube of metallic object, and the location arrangements of guiding tube is generally in order to consider the operability of copper valve overall dimensions and valve handle, thus have employed the method for arranging of double dislocation, the method there is also obvious drawback: a, the double welding rod grazing being arranged vertically when causing pipeline section matrix to link with guiding tube electric welding due to guiding tube, causes welding usability poor.B, copper valve are installed and are difficult to ensure after screwing that card valve handle is in ideal position, and namely screwing back handle position cannot preset, and cause and operate inconvenience during grouting.C, cost are high, and prior art generally can use multiple copper valves and branched guiding tube at pipeline section two ends, causes cost to remain high.
It addition, existing provisions for grouting and technology are not easily filled up completely with is poured metal tube, it is easy to form space, cavity and air bubble in the pipe being in the milk, thus the quality of product after having a strong impact on pouring.And it being not easy to installation and removal, it is impossible to recycling, slurry there is also and can not convenient reuse, wasting problem.
Summary of the invention
The purpose of this utility model is in that to overcome the defect of prior art, and a kind of bridge tunnel strenthening member blade inserting provisions for grouting is provided, its pouring density is high, be not easily not likely to produce space, cavity, air bubble in pouring pipe fitting treating, have simple in construction, cost is low, installing/dismounting is convenient, repeatable utilization, and pouring good product quality, intensity are high, the advantage of saving material cost.
The technical scheme realizing above-mentioned purpose is:
A kind of bridge tunnel strenthening member blade inserting provisions for grouting of the present utility model, including a fixation kit, at least one grouting joint and at least one anti-spilled part；Described fixation kit is fixed on outside one treats grouting pipe fitting, and described fixation kit forms grouting mouth, the Detachable connection structure that the first end of described grouting joint and described grouting interruption-forming cooperate；Described anti-spilled part is arranged at described grouting mouth and described waiting is in the milk between pipe fitting.
Further improvement of the utility model is in that, described fixation kit includes envelope materials and parts and an envelope materials and parts fixture, and described envelope materials and parts form described grouting mouth, described envelope materials and parts by described envelope materials and parts fixture be fixed on described in treat grouting pipe fitting.
Further improvement of the utility model is in that, described envelope materials and parts form at least one anti-spilled part installation portion.
Further improvement of the utility model is in that, described anti-spilled part adopts inserted sheet, and described anti-spilled part installation portion is inserted slot.
Further improvement of the utility model is in that, the two ends of described inserted sheet form limiting section.
Further improvement of the utility model is in that, forms handle outside described grouting joint.
Further improvement of the utility model is in that, described grouting joint the second end forms a junction.
Further improvement of the utility model is in that, described grouting mouth and described grouting joint form the rotary fastening structure cooperated.
This utility model is owing to have employed above technical scheme so that it is has the advantages that and is:
Fixation kit treats grouting pipe fitting for being fixed on by bridge tunnel strenthening member blade inserting provisions for grouting；Grouting joint is used for connecting outside feed pipe for mortar and defeated slurry mouth；Anti-spilled part be used for preventing grouting from completing after slurry from treating that grouting pipe fitting flows out.The Detachable connection structure that first end of described grouting joint and described grouting interruption-forming cooperate so that grouting joint can be connected installation and removal easily with fixation kit.For being fixed on by envelope materials and parts, envelope materials and parts fixture treats that grouting pipe fitting, envelope materials and parts are used for fixing anti-spilled part and realizing in the cooperation of anti-spilled part, it is prevented that the rear slurry that has been in the milk is from treating that grouting pipe fitting flows out.Anti-spilled part installation portion is used for installing anti-spilled part.The cooperation of inserted sheet and inserted slot make inserted sheet can easily need block until grouting pipe fitting carry out plugging operations when going out pulp inlet.Limiting section is for carrying out spacing to inserted sheet.The employing of handle make grouting joint operation more convenient laborsaving.Connecting portion is used for connecting outside feed pipe for mortar.The employing of rotary fastening structure makes the connection of grouting joint and grouting mouth and separates more convenient.In method, until slurry continues a preset time period slurry body from feed pipe for mortar described in one second to described slurry storing-conveying apparatus, thus the high density of pouring slurry in grouting pipe fitting is treated after can realizing having watered, do not produce space, air hole and air bubble, the quality of pouring product is greatly improved.The slurry carried to described slurry storing-conveying apparatus from described second feed pipe for mortar recycles, and has saved cost of material.
Accompanying drawing explanation
Fig. 1 is the structural representation of bridge tunnel strenthening member blade inserting provisions for grouting first angle of this utility model embodiment；
Fig. 2 is the structural representation of bridge tunnel strenthening member blade inserting provisions for grouting second angle of this utility model embodiment；
Fig. 3 is the flow chart of the grouting method of this utility model embodiment；
Fig. 4 be this utility model embodiment grouting method in grouting system structural diagrams be intended to；
Fig. 5 be this utility model embodiment grouting method in the attachment structure schematic diagram of feed pipe for mortar and bridge tunnel strenthening member blade inserting provisions for grouting.
Detailed description of the invention
Below in conjunction with specific embodiment, the utility model is described in further detail.
Referring to Fig. 1, Fig. 2, a kind of bridge tunnel strenthening member blade inserting provisions for grouting of this utility model embodiment, including a fixation kit 1, at least one grouting joint 2 and at least one anti-spilled part 3；Fixation kit 1 is fixed on outside one treats grouting pipe fitting 4, and fixation kit 1 forms grouting mouth 111, and the first end of grouting joint 2 and grouting mouth 111 form the Detachable connection structure 5 cooperated, and grouting joint 2 second end forms a junction.Anti-spilled part 3 is arranged at grouting mouth 111 and treats between grouting pipe fitting 4.
Fixation kit 1 treats grouting pipe fitting 4 for being fixed on by bridge tunnel strenthening member blade inserting provisions for grouting；Grouting joint 2 is used for connecting outside feed pipe for mortar and defeated slurry mouth；Anti-spilled part 3 be used for preventing grouting from completing after slurry from treating that grouting pipe fitting 4 overflows.First end and the grouting mouth 111 of grouting joint 2 form the Detachable connection structure 5 cooperated so that grouting joint 2 can be connected installation and removal easily with fixation kit 1.Connecting portion is used for connecting outside feed pipe for mortar.
In the present embodiment, fixation kit 1 includes envelope materials and parts 11 and an envelope materials and parts fixture 12, seals materials and parts 11 and forms grouting mouth 111, and envelope materials and parts 11 are fixed on by envelope materials and parts fixture 12 treats grouting pipe fitting 4.
For being fixed on by envelope materials and parts 11, envelope materials and parts fixture 12 treats that grouting pipe fitting 4, envelope materials and parts 11 are used for fixing anti-spilled part 3 and realizing in the cooperation of anti-spilled part 3, it is prevented that the rear slurry that has been in the milk is from treating that grouting pipe fitting 4 flows out.After being in the milk, envelope materials and parts fixture 12 and envelope materials and parts 11 need to wait until until just deleting after slurry solidification in grouting pipe fitting 4.In the present embodiment, envelope materials and parts 11 adopt metal material, in other embodiments also dependent on needing to select other materials of desirable strength.
Preferably, envelope materials and parts 11 form at least one anti-spilled part installation portion 112.Anti-spilled part installation portion 112 is used for installing anti-spilled part 3.
In the present embodiment, anti-spilled part 3 adopts inserted sheet, and anti-spilled part installation portion 112 is inserted slot.
The cooperation of inserted sheet and inserted slot make inserted sheet can easily need block until grouting pipe fitting 4 carry out plugging operations when going out pulp inlet.In the present embodiment, inserted sheet adopts metal material, in other embodiments also dependent on needing to adopt other materials of desirable strength.
Wherein, the two ends of inserted sheet form limiting section.Limiting section is for carrying out spacing to inserted sheet.
Meanwhile, handle 21 is formed outside grouting joint 2.The employing of handle 21 make grouting joint 2 operation more convenient laborsaving.
In the present embodiment, Detachable connection structure 5 adopts rotary fastening structure.In other embodiments, Detachable connection structure 5 may be used without such as threaded other attachment structures such as grade.
The employing of rotary fastening structure makes the connection of grouting joint 2 and grouting mouth 111 and separates more convenient.Meanwhile, rotary fastening structure coordinates with handle 21, it is achieved can be rotated easily by grouting joint 2 by rotating handles 21 after being in the milk and unclamp dismounting.
Refer to Fig. 3, Fig. 4, Fig. 5, a kind of grouting method of the present utility model, including step:
S1: one treat grouting pipe fitting 4 two ends be respectively provided with a bridge tunnel strenthening member blade inserting provisions for grouting of the present utility model, bridge tunnel strenthening member blade inserting provisions for grouting grouting mouth 111 to reception grout pipe part 4 go out pulp inlet；In the present embodiment, bridge tunnel strenthening member blade inserting provisions for grouting of the present utility model is set and specifically includes step: fixing fixation kit 1 and grouting joint 2.
S2: be in the milk from the grouting mouth 111 of a bridge tunnel strenthening member blade inserting provisions for grouting, until slurry fills whole treating inside grouting pipe fitting 4；
S3: anti-spilled part 3 is blocked the pulp inlet that goes out treating grouting pipe fitting 4, dismounting grouting joint 2.
Wherein, S2 step farther includes step:
The grouting mouth 111 of two bridge tunnel strenthening member blade inserting provisions for groutings is communicated to respectively a slurry storing-conveying apparatus 7 by two feed pipe for mortar 6, and slurry storing-conveying apparatus 7 is for storing slurry that is preset and that reclaim and carrying；
Slurry storing-conveying apparatus 7 passes through one first feed pipe for mortar 6 to treating that grouting pipe fitting 4 is in the milk, until slurry continues a preset time period slurry body from one second feed pipe for mortar 6 to slurry storing-conveying apparatus 7, make it possible to fully get rid of the air treated in grouting part 4 by continuing a preset time period slurry body, slurry with air bubble is recycled to slurry storing-conveying apparatus 7 from feed pipe for mortar 6 and recycles, thus the high density of pouring slurry in grouting pipe fitting 4 is treated after can realizing having watered, do not produce space, air hole and air bubble, the quality of pouring product is greatly improved.Feed pipe for mortar 6 is for the conveying of slurry.
Meanwhile, until slurry continues in a preset time period slurry body step to slurry storing-conveying apparatus 7 from one second feed pipe for mortar 6, the slurry carried to slurry storing-conveying apparatus 7 from the second feed pipe for mortar 6 recycles, and has saved cost of material.
Meanwhile, feed pipe for mortar is provided with Pressure gauge 8.The Pressure gauge 8 pressure for measuring in filling process in pipe so that filling process is easier to control.
Slurry storing-conveying apparatus 7 in the present embodiment, it is possible to be the integrated equipment simultaneous with slurry storage function and slurry pipeline steel function, it is also possible to be the split type assembly with slurry storage function and slurry pipeline steel function.
Above in association with accompanying drawing embodiment, this utility model being described in detail, this utility model can be made many variations example by those skilled in the art according to the above description.Thus, some details in embodiment should not constitute restriction of the present utility model, this utility model by the scope that defines using appended claims as protection domain of the present utility model.
Claims (8)
1. a bridge tunnel strenthening member blade inserting provisions for grouting, it is characterised in that include a fixation kit, at least one grouting joint and at least one anti-spilled part；Described fixation kit is fixed on outside one treats grouting pipe fitting, and described fixation kit forms grouting mouth, the Detachable connection structure that the first end of described grouting joint and described grouting interruption-forming cooperate；Described anti-spilled part is arranged at described grouting mouth and described waiting is in the milk between pipe fitting.
2. bridge tunnel strenthening member blade inserting provisions for grouting according to claim 1, it is characterized in that: described fixation kit includes envelope materials and parts and an envelope materials and parts fixture, described envelope materials and parts form described grouting mouth, described envelope materials and parts by described envelope materials and parts fixture be fixed on described in treat grouting pipe fitting.
3. bridge tunnel strenthening member blade inserting provisions for grouting according to claim 2, it is characterised in that: described envelope materials and parts form at least one anti-spilled part installation portion.
4. bridge tunnel strenthening member blade inserting provisions for grouting according to claim 3, it is characterised in that: described anti-spilled part adopts inserted sheet, and described anti-spilled part installation portion is inserted slot.
5. bridge tunnel strenthening member blade inserting provisions for grouting according to claim 4, it is characterised in that: the two ends of described inserted sheet form limiting section.
6. the bridge tunnel strenthening member blade inserting provisions for grouting according to any one of claim 1-5, it is characterised in that: form handle outside described grouting joint.
7. bridge tunnel strenthening member blade inserting provisions for grouting according to claim 6, it is characterised in that: described grouting joint the second end forms a junction.
8. bridge tunnel strenthening member blade inserting provisions for grouting according to claim 7, it is characterised in that: described grouting mouth and described grouting joint form the rotary fastening structure cooperated.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620167069.8U CN205382941U (en) | 2016-03-04 | 2016-03-04 | Bridge tunnel reinforcement member inserted sheet formula cementer |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620167069.8U CN205382941U (en) | 2016-03-04 | 2016-03-04 | Bridge tunnel reinforcement member inserted sheet formula cementer |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205382941U true CN205382941U (en) | 2016-07-13 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620167069.8U Active CN205382941U (en) | 2016-03-04 | 2016-03-04 | Bridge tunnel reinforcement member inserted sheet formula cementer |
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| Country | Link |
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| CN (1) | CN205382941U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105604579A (en) * | 2016-03-04 | 2016-05-25 | 张超 | Bridge-tunnel strengthening member insert type grouting device and grouting method |
| CN110344853A (en) * | 2019-08-16 | 2019-10-18 | 湖南联智桥隧技术有限公司 | A kind of bridge tunnel strenthening member blade inserting provisions for grouting and grouting method |
-
2016
- 2016-03-04 CN CN201620167069.8U patent/CN205382941U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105604579A (en) * | 2016-03-04 | 2016-05-25 | 张超 | Bridge-tunnel strengthening member insert type grouting device and grouting method |
| CN110344853A (en) * | 2019-08-16 | 2019-10-18 | 湖南联智桥隧技术有限公司 | A kind of bridge tunnel strenthening member blade inserting provisions for grouting and grouting method |
| CN110344853B (en) * | 2019-08-16 | 2023-09-26 | 湖南联智科技股份有限公司 | Bridge tunnel reinforcement member inserting type grouting device and grouting method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240123 Address after: Room 202-41, floor 2, building 18, District 17, No. 188, South Fourth Ring West Road, Fengtai District, Beijing 100070 Patentee after: State Railway New Material (Beijing) Technology Co.,Ltd. Country or region after: China Address before: Room 204, No. 5, Lane 994, Changhua Road, Putuo District, Shanghai, 200060 Patentee before: Zhang Chao Country or region before: China Patentee before: Zhang Yumin |