CN204783076U - Full angle anchor rope of simple and easy type, stock slip casing by pressure jar - Google Patents
Full angle anchor rope of simple and easy type, stock slip casing by pressure jar Download PDFInfo
- Publication number
- CN204783076U CN204783076U CN201520443116.2U CN201520443116U CN204783076U CN 204783076 U CN204783076 U CN 204783076U CN 201520443116 U CN201520443116 U CN 201520443116U CN 204783076 U CN204783076 U CN 204783076U
- Authority
- CN
- China
- Prior art keywords
- tank
- full angle
- overhead tank
- cover clamp
- pressurized tank
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 238000007789 sealing Methods 0.000 claims abstract description 9
- 238000002347 injection Methods 0.000 claims description 22
- 239000007924 injection Substances 0.000 claims description 22
- 230000008859 change Effects 0.000 claims description 3
- 230000008676 import Effects 0.000 claims description 2
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 abstract description 9
- 239000001301 oxygen Substances 0.000 abstract description 9
- 229910052760 oxygen Inorganic materials 0.000 abstract description 9
- 238000007569 slipcasting Methods 0.000 abstract description 9
- 239000011083 cement mortar Substances 0.000 abstract description 8
- 230000009466 transformation Effects 0.000 abstract description 8
- 238000000034 method Methods 0.000 abstract description 5
- 230000008569 process Effects 0.000 abstract description 5
- 239000007788 liquid Substances 0.000 abstract 1
- 239000004570 mortar (masonry) Substances 0.000 description 6
- 238000010276 construction Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 239000002002 slurry Substances 0.000 description 3
- MYMOFIZGZYHOMD-UHFFFAOYSA-N Dioxygen Chemical compound O=O MYMOFIZGZYHOMD-UHFFFAOYSA-N 0.000 description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- HSFWRNGVRCDJHI-UHFFFAOYSA-N alpha-acetylene Natural products C#C HSFWRNGVRCDJHI-UHFFFAOYSA-N 0.000 description 2
- 229910001882 dioxygen Inorganic materials 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 125000002534 ethynyl group Chemical group [H]C#C* 0.000 description 2
- 238000003306 harvesting Methods 0.000 description 2
- 238000002407 reforming Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 238000012876 topography Methods 0.000 description 2
- 229910000851 Alloy steel Inorganic materials 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 230000002706 hydrostatic effect Effects 0.000 description 1
- 239000002440 industrial waste Substances 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a full angle anchor rope of simple and easy type, stock slip casing by pressure jar contains overhead tank (1), and install on support (2) overhead tank (1), overhead tank (1) bottom export with go out thick liquid tub (3) and be connected, upside at overhead tank (1) is equipped with intake pipe (4), blast pipe (10), be equipped with control fast valve (5) in intake pipe (4), be equipped with relief valve (6) on blast pipe (10), be equipped with cover clamp (8) suitable for reading of overhead tank (1), it has sealing washer (7) to add below cover clamp (8), cover clamp (8), sealing washer (7) are fixed on the edge suitable for reading of overhead tank (1) through fastening bolt (9). The utility model discloses an industry oxygen cylinder transformation of the way forms, equipment transformation of the way simple process, dead weight be light, it is convenient to remove, easily operation, slip casting are fast, receive the notes hole full, can realize full angle deep hole cement mortar.
Description
Technical field
The utility model belongs to Geotechnical Engineering field, is specifically related to a kind of pulp injection tank, particularly relates to the prestressing force long anchor cable, the bolt stress pulp injection tank that use in a kind of slope reinforcement and roadway rock reinforce, can use in the wild under MODEL OVER COMPLEX TOPOGRAPHY.
Background technology
Prestressing force long anchor cable (anchor pole) generally uses in slope reinforcement and roadway rock reinforce, is characterized in boring dark (8-30m), aperture little (45-130mm), must can reaches 360 ° of scopes by bore angle; In the quality control on construction of long anchor cable (anchor pole), important node is that the tank of anchoring slurries enters quality.According to constructing operation main points, full by the necessary slip casting of construction process requirement, require Grouting Pipe to be inserted at the bottom of hole during slip casting slowly to extract along with the injection of slurries, in withdrawal process, Grouting Pipe should be imbedded in slurries always; Meanwhile, for reducing the contraction of slip casting Seed harvest, improving the intensity of Seed harvest, cement mortar should be adopted, and general small-sized grouting pump can only be starched only in tank cementing; And grouting equipment should along with the movement in time of anchor cable hole position.
In the tunnel of the many steep side slopes in the wild of the construction environment of anchor cable or narrow space and equipment moving is frequent; Single hole grouting amount is little (is generally no more than 1m
3).Current domestic water cement mortar injection device mainly screw pump and plunger displacement pump, it is large all to there is equipment self-weight in this kind equipment, mobile inconvenience, or the problem that equipment attrition is large when tank cementing mortar.For above-mentioned anchor rope grouting feature, be badly in need of a kind of tank note equipment of simple to operate, the small-sized cement mortar of being convenient to movement.
Summary of the invention
The purpose of this utility model, be exactly the problems referred to above existed for prior art, and provide a kind of structure simple, easy to use, be convenient to mobile, efficiency is high, can enter simple type full angle anchor cable, the bolt stress pulp injection tank of cement mortar by tank, can use in complicated landform or small space.
For realizing above-mentioned purpose of the present utility model, a kind of simple type full angle of the utility model anchor cable, bolt stress pulp injection tank realize by the following technical solutions:
A kind of simple type full angle of the utility model anchor cable, bolt stress pulp injection tank, containing pressurized tank, pressurized tank is rack-mount.The outlet at bottom of described pressurized tank is connected with outlet pipe, air inlet pipe, stack is provided with in the upside of pressurized tank, the suitable for reading of pressurized tank is provided with cover clamp, is added with sealing ring below cover clamp, and cover clamp, sealing ring are fixed on the edge suitable for reading of pressurized tank by fastening bolt.
Air inlet pipe is provided with and controls fast valve, stack is provided with safety valve.
For increasing the outlet pressure of outlet pipe, described outlet pipe is by import 1.5 inch gradual change extremely outlet 1 inch.
The pressurized tank that the utility model adopts can adopt waste and old industrial grade oxygen gas cylinder, the transformation such as acetylene cylinder forms, with solve do not have under MODEL OVER COMPLEX TOPOGRAPHY in the wild operational light, small, dedicated equipment injects the problem of cement mortar in anchor cable deep hole, reforming technology is simple, main body (the oxygen tank of the transformation of the way, acetylene cylinder etc.) be easy to buying, cheap, manufactured goods must power, be easy to operation, from heavy and light, be convenient to move, can be quick, reliably under compressed air effect, full angle realizes hole inner canister cementing mortar to long anchor cable (anchor pole), can ensure to reach closely knit to the slip casting in anchor cable hole, fast, the effect that slip casting consolidating strength is high, meet the operating condition of side slope or down-hole harshness completely.
Its operating principle is: because oxygen cylinder makes seamless circular cylindricality with Fine Steel Casting iron or low-alloy steel usually, by bottle quality inspection code requirement, manufactured goods must reach the requirement of withstand voltage of 22.5MPa through the hydrostatic test, and when using as pulp injection tank in its tank maximum pressure be generally no more than 0.8MPa, therefore the use safety of pulp injection tank can be ensured.In tank, pour cement mortar into and after tightening cover clamp, connect air compressor machine, utilizing pressure wind to be clamp-oned in anchor cable hole by mortar in tank.
After a kind of simple type full angle of the utility model anchor cable, bolt stress pulp injection tank adopt above technical scheme, there is following beneficial effect: cement mortar pulp injection tank tank body and pressurized tank use the industrial oxygen cylinder transformation of the way, the pulp injection tank made adopts air pressing type operating principle, have easy manipulation, injection rate fast, not easily block without wearing and tearing, grouting pipeline, adapt to various slip casting angle, use safety, the equipment self-weight light oxygen cylinder of the 40L (conduct oneself with dignity about 50Kg) conveniently moving, the simple advantage of reforming technology.
Accompanying drawing explanation
Fig. 1 is a kind of simple type full angle of the utility model anchor cable, bolt stress pulp injection tank structural representation.
Reference numeral is: 1-pressurized tank; 2-support; 3-outlet pipe; 4-air inlet pipe; 5-controls fast valve; 6-safety valve; 7-sealing ring; 8-cover clamp; 9-fastening bolt; 10-stack.
Detailed description of the invention
For further describing the utility model, below in conjunction with accompanying drawing, a kind of simple type full angle of the utility model anchor cable, bolt stress pulp injection tank are described in further detail.
A kind of simple type full angle of the utility model as shown in Figure 1 anchor cable, bolt stress pulp injection tank structural representation are found out, a kind of simple type full angle of the utility model anchor cable, bolt stress pulp injection tank contain the pressurized tank 1 changed a social system by industrial waste oxygen cylinder, and pressurized tank 1 is arranged on support 2.Transformation process is: pressurized tank 1 adopts industrial grade oxygen gas cylinder (bottle height 1480mm, diameter 219mm, weight 60Kg) transformation of the way, remove valve protection cap and the cylinder valve at oxygen cylinder top before the transformation of the way, weld the external Grouting Pipe of outlet pipe 3 of 1.5 inch gradual change to 1 inch at the bottleneck (i.e. the lower part outlet of pressurized tank) of oxygen cylinder; The bottle undercut of oxygen cylinder falls to become the suitable for reading of pressurized tank 1, adds cover clamp 8 and seals, and as mortar jar entrance, at the bottom of bottle, a steel pipe is respectively welded as air inlet pipe 4, stack 10 in both sides (i.e. the both sides, top of pressurized tank 1).Be added with sealing ring 7 below cover clamp 8, cover clamp 8, sealing ring 7 are fixed on the edge suitable for reading of pressurized tank 1 by fastening bolt 9.Air inlet pipe 4 is provided with and controls fast valve 5, stack 10 is provided with safety valve 6.
The operating process of a kind of simple type of the utility model full angle anchor cable, bolt stress pulp injection tank: open mortar that cover clamp 8 → pour into mixes to about 5cm under the mouth of pipe of air inlet pipe 4, stack 10 → cover cover clamp 8 and the fast valve 5 of control tightening the nut (must not leak gas) of stack 10 → open air inlet pipe 4 starts slip casting → attention observes outlet pipe state once mortar all extrudes the safety valve 6 opened immediately on stack 10 in pressurized tank 1, closes the fast valve of control in air inlet pipe 45 → start second time slip casting circulation simultaneously.
Claims (3)
1. a simple type full angle anchor cable, bolt stress pulp injection tank, containing pressurized tank (1), pressurized tank (1) is arranged on support (2), it is characterized in that: the outlet at bottom of described pressurized tank (1) is connected with outlet pipe (3), air inlet pipe (4), stack (10) is provided with in the upside of pressurized tank (1), the suitable for reading of pressurized tank (1) is provided with cover clamp (8), be added with sealing ring (7) below cover clamp (8), cover clamp (8), sealing ring (7) are fixed on the edge suitable for reading of pressurized tank (1) by fastening bolt (9).
2. a kind of simple type full angle anchor cable as claimed in claim 1, bolt stress pulp injection tank, is characterized in that: be provided with in air inlet pipe (4) and control fast valve (5), stack (10) is provided with safety valve (6).
3. a kind of simple type full angle anchor cable as claimed in claim 1 or 2, bolt stress pulp injection tank, is characterized in that: described outlet pipe (3) is by import 1.5 inch gradual change extremely outlet 1 inch.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520443116.2U CN204783076U (en) | 2015-06-26 | 2015-06-26 | Full angle anchor rope of simple and easy type, stock slip casing by pressure jar |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520443116.2U CN204783076U (en) | 2015-06-26 | 2015-06-26 | Full angle anchor rope of simple and easy type, stock slip casing by pressure jar |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204783076U true CN204783076U (en) | 2015-11-18 |
Family
ID=54523144
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520443116.2U Expired - Fee Related CN204783076U (en) | 2015-06-26 | 2015-06-26 | Full angle anchor rope of simple and easy type, stock slip casing by pressure jar |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204783076U (en) |
-
2015
- 2015-06-26 CN CN201520443116.2U patent/CN204783076U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201172828Y (en) | Well-covering device for dewatering well | |
| CN209878238U (en) | Steel pipeline hydrostatic testing machine | |
| CN105372134A (en) | Supercharging system integrated steel pipe hydrostatic testing machine water-filling apparatus | |
| CN101806092A (en) | Pipe jacking construction method capable of reducing friction resistance | |
| CN206754793U (en) | A kind of double film gas holder caissons | |
| CN110307017A (en) | A kind of underground water seal cave depot seepage field intelligent control system and regulation method | |
| CN102011407A (en) | Method for repeated grouting of anchor foundation full section of power transmission line tower site group | |
| CN105040648A (en) | Reservoir emptying tunnel for over 200-meter ultrahigh dam and arrangement method and application thereof | |
| CN204783076U (en) | Full angle anchor rope of simple and easy type, stock slip casing by pressure jar | |
| CN205532657U (en) | Blow and compress anchor rod grout device | |
| CN205192863U (en) | Turbocharging system integrated form steel pipe hydrostatic test machine fills wetting system | |
| CN104594349A (en) | Hydraulic lifting construction method for recycling steel casing in pile foundation engineering | |
| CN202370549U (en) | Rapid injection prop lifting boosting device for single hydraulic prop | |
| CN105002910A (en) | Cement mortar grouting tank for prestress long anchor rope grouting and application method | |
| CN104234217B (en) | Light-duty pressure grouting device for overall and grout construction method thereof | |
| CN202814805U (en) | Concrete pipe inner water pressure vertical type detection device | |
| CN200988964Y (en) | Steel protective tube for drilling pile | |
| CN205400670U (en) | Grouting tube | |
| CN204040219U (en) | Light-duty pressure grouting device for overall | |
| CN104833463A (en) | Plastic inspection well leakage test device and detection method | |
| CN212314491U (en) | Oil storage system utilizing abandoned open pit | |
| CN205035080U (en) | Atmospheric pressure grouting pump system | |
| CN211339399U (en) | Full-low-pressure closed acetylene generator with auxiliary generator | |
| CN204510861U (en) | Whole building mobile route ground anti-settling structure | |
| CN202531240U (en) | Wind pressure drainage device for long and large tunnel |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151118 Termination date: 20170626 |