CN205002771U - Cast -in -place reinforced concrete wall deviational survey pipe ligature device - Google Patents
Cast -in -place reinforced concrete wall deviational survey pipe ligature device Download PDFInfo
- Publication number
- CN205002771U CN205002771U CN201520711285.XU CN201520711285U CN205002771U CN 205002771 U CN205002771 U CN 205002771U CN 201520711285 U CN201520711285 U CN 201520711285U CN 205002771 U CN205002771 U CN 205002771U
- Authority
- CN
- China
- Prior art keywords
- flexible pipe
- cast
- pipe box
- deviational survey
- wall body
- 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.)
- Active
Links
- 239000011150 reinforced concrete Substances 0.000 title abstract 2
- 229920000742 Cotton Polymers 0.000 claims abstract description 12
- 210000003205 muscle Anatomy 0.000 claims abstract description 12
- 238000011065 in-situ storage Methods 0.000 claims description 14
- 239000000463 material Substances 0.000 claims description 6
- 230000005540 biological transmission Effects 0.000 abstract 1
- 238000004804 winding Methods 0.000 abstract 1
- 229910000831 Steel Inorganic materials 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
- 238000012544 monitoring process Methods 0.000 description 5
- 230000002787 reinforcement Effects 0.000 description 5
- 230000008878 coupling Effects 0.000 description 2
- 238000010168 coupling process Methods 0.000 description 2
- 238000005859 coupling reaction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
Landscapes
- Revetment (AREA)
Abstract
The utility model discloses a cast -in -place reinforced concrete wall deviational survey pipe ligature device, including flexible pipe box and drive mechanism, the top of flexible pipe box articulate the muscle in the wall body owner through hanging the rope, and drive mechanism then include the base, be fixed in the support on base upper portion and set up the line wheel on the support, the center of line wheel be the pivot, and the eccentric position of taking turns on line still is provided with the rocker, just the periphery of line wheel on still the winding have the cotton rope, and the cotton rope is connected with anchor clamps simultaneously, and anchor clamps then the centre gripping at one of them tip of deviational survey pipe, deviational survey pipe set up in flexible pipe box. The utility model discloses a set up among flexible pipe box places the deviational survey pipe in flexible pipe box, rethread transmission makes the deviational survey pipe move to designing the position, has improved deviational survey pipe ligature quality, has effectively practiced thrift and lift tub, move a tub labour, has shortened operating time simultaneously, has improved work efficiency.
Description
Technical field
The utility model relates to a kind of cast in situ ferroconcrete wall body examination inclined tube binding device, particularly relates to a kind of cast in situ ferroconcrete wall body examination inclined tube binding device in the less situation of bar spacing, belongs to Geotechnical Engineering monitoring technical field.
Background technology
We know, monitoring is the important component part of geotechnique informationization construction, are the important means ensureing geotechnical engineering safety.Body of wall deviational survey is one of content of Geotechnical Engineering monitoring, and in deep base pit enclosure wall monitoring, barricade monitoring etc., application is very extensive.Cast in situ ferroconcrete wall body examination tiltedly then measures with tiltmeter by burying inclinometer pipe in body of wall underground, and burying underground of inclinometer pipe is important step wherein.Inclinometer pipe, is then positioned in reserved groove (hole) with steel reinforcement cage on it by colligation after soil-baffling structure steel reinforcement cage has welded.Existingly need outfit 3 ~ 4 personnel in wall steel bar cage inner side surface colligation inclinometer pipe technology, by some joint inclinometer pipes be connected and inclinometer pipe mentioned by hand-held " S type " crotch, moved to the other end along its inner surface by steel reinforcement cage one end, tube coupling spreading and carry pipe and move and mutually intert cooperation and carry out, when tube coupling spreading is to design length and after moving to assigned address, " S type " crotch is hung on steel reinforcement cage, then by tied silk, inclinometer pipe is carried out colligation in steel reinforcement cage.But we know, in a manner described 3 ~ 4 people respectively hand-held " S type " crotches carry pipe and move ahead, often can there is the body even body that is stuck and to fall phenomenon, constantly increase along with pipe is heavy, put forward the pipe difficulty that moves ahead and then increase further.Thisly move that pipe improving bud grafting length consuming time, labor intensive are many also exists body by card or the risk that comes off, labour expenditure is large, inefficiency.
Utility model content
For solving the deficiencies in the prior art, the purpose of this utility model is to provide a kind of simple to operate, cast in situ ferroconcrete wall body examination inclined tube binding device of saving labour, improving work efficiency.
In order to realize above-mentioned target, the utility model adopts following technical scheme:
A kind of cast in situ ferroconcrete wall body examination inclined tube binding device, it is characterized in that, comprise flexible pipe box and gear train, the top of described flexible pipe box is mounted on the main muscle of body of wall by outstanding rope, described gear train then comprises base, the support being fixed on base top and the line wheel be arranged on support, the center of described line wheel is rotating shaft, and the eccentric position of taking turns online is also provided with rocking bar, and the periphery of described line wheel is also wound with cotton rope, and cotton rope is connected with a fixture simultaneously, described fixture is then clamped in a wherein end of inclinometer pipe, described inclinometer pipe is arranged in flexible pipe box.
Further, described flexible pipe box is curled into by a rectangle material, and longitudinal fillet of described rectangle material pastes connection by longitudinal magic tape.
And described flexible pipe cover is provided with more piece, and the setting that is linked in sequence between two, need the flexible pipe connected between two to be enclosed within link and pasted by hoop magic tape fixing.
And described fixture comprises clamping device and fixture cap, described fixture cap is fixed on clamping device, and the internal diameter of clamping device is consistent with the outside dimension of inclinometer pipe, and is bolted on the end of inclinometer pipe, and described fixture cap is then connected with cotton rope.
In addition, the top of described flexible pipe box is also provided with multiple engaging lug, and described outstanding rope is mounted on the main muscle of body of wall through engaging lug.
In order to realize inclinometer pipe colligation simply and effectively on the main muscle of body of wall, the length of single flexible pipe box is less than the length of single inclinometer pipe.
Usefulness of the present utility model is: inclinometer pipe is placed among flexible pipe box by arranging flexible pipe box by the utility model, inclinometer pipe is made to move to design attitude by gearing again, improve inclinometer pipe colligation quality, effectively saved and lift pipe, move pipe labour (by demand 3 ~ 4 people, be reduced to 1 people), shorten the working time simultaneously, improve work efficiency.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model one embodiment;
Fig. 2 is the structural representation of the inclinometer pipe after the utility model colligation;
Fig. 3 is the structural plan schematic diagram of the flexible pipe box of single-unit before assembling.
In figure, Main Reference Numerals implication is:
1, engaging lug 2, flexible pipe box 3, outstanding rope 4, hoop magic tape
5, longitudinal magic tape 6, fixture cap 7, clamping device 8, bolt
9, cotton rope 10, rocking bar 11, rotating shaft 12, line wheel
13, support 14, base 15, inclinometer pipe 16, the main muscle of body of wall.
Embodiment
Below in conjunction with the drawings and specific embodiments, concrete introduction is done to the utility model.
Fig. 1 is the structural representation of the utility model one embodiment; Fig. 2 is the structural representation of the inclinometer pipe after the utility model colligation.
As depicted in figs. 1 and 2: cast in situ ferroconcrete wall body examination inclined tube binding device, comprises flexible pipe box 2 and gear train, in the present embodiment, the top of flexible pipe box 2 is provided with multiple engaging lug 1, and outstanding rope 3 is mounted on the main muscle 16 of body of wall through engaging lug 1.
Described gear train then comprises base 14, the support 13 being fixed on base 14 top and the line wheel 12 be arranged on support 13, the center of described line wheel 12 is rotating shaft 11, and rotate centered by rotating shaft 11, and the eccentric position of taking turns 12 online is also provided with rocking bar 10, for rotational line wheel 12, the periphery of line wheel 12 is also wound with cotton rope 9, cotton rope 9 is connected with a fixture cap 6 simultaneously, fixture cap 6 is fixed on clamping device 7, and the internal diameter of clamping device 7 is consistent with the outside dimension of inclinometer pipe 15, and the end of inclinometer pipe 15 is fixed on by bolt 8, in the present embodiment, first inclinometer pipe 15 is arranged in flexible pipe box 2, then by the colligation of flexible pipe box 2 on the main muscle 16 of body of wall.And for the ease of inclinometer pipe 15 colligation simply and effectively on the main muscle 16 of body of wall, the length of single flexible pipe box 2 is less than the length of single inclinometer pipe 15.
Fig. 3 is the structural plan schematic diagram of the flexible pipe box of single-unit before assembling.
As shown in Figure 3: flexible pipe box 2 is curled into by a rectangle material, and longitudinal fillet of described rectangle material pastes connection by longitudinal magic tape 5, and due in actual use, the flexible pipe box 2 of more piece is needed to be linked in sequence between two setting, therefore, the flexible pipe box 2 connected between two is pasted fixing at link by hoop magic tape 4.
The course of work of the present utility model is: first, determines the joint number of required flexible pipe box 2, and rectangular flexible pipe box 2 is rolled into cylindrical shape and is fixed by longitudinal magic tape 5 according to the built-in length of design inclinometer pipe 15; Secondly, by hoop magic tape 4 by flexible pipe box 2 respectively joint be connected and each joint is hanged rope 3 lie in intend colligation inclinometer pipe position the main muscle 16 of body of wall on; 3rd, with bolt 8, clamping device 7 is saved inclinometer pipe with head and be connected, and cotton rope 9 is lain on fixture cap 6; 4th, head is saved inclinometer pipe to insert in flexible pipe box 2 together with clamping device 7 and move inclinometer pipe 15 by shake rocking bar 10, at deviational survey, 15 inclinometer pipes of spreading when being about to enter flexible pipe box 2 completely, inclinometer pipe is moved again by shake rocking bar 10, move in circles, until the inclinometer pipe meeting design degree moves to assigned address; 5th, untie hoop magic tape 4, longitudinal magic tape 5 and outstanding rope 3 from back to front section by section, by the inclinometer pipe 15 body colligation of exposing on the main muscle 16 of body of wall; Finally, release bolt 8, dismounting clamping device 7; After colligation completes, inclinometer pipe structural representation as shown in Figure 2.
The utility model structure is simple, easy to operate, effectively can improve the efficiency of cast in situ ferroconcrete wall body examination inclined tube colligation and significantly save labour.
More than show and describe ultimate principle of the present utility model, principal character and advantage.The technician of the industry should understand, and above-described embodiment does not limit the utility model in any form, the technical scheme that the mode that all employings are equal to replacement or equivalent transformation obtains, and all drops in protection domain of the present utility model.
Claims (6)
1. a cast in situ ferroconcrete wall body examination inclined tube binding device, it is characterized in that, comprise flexible pipe box and gear train, the top of described flexible pipe box is mounted on the main muscle of body of wall by outstanding rope, described gear train then comprises base, the support being fixed on base top and the line wheel be arranged on support, the center of described line wheel is rotating shaft, and the eccentric position of taking turns online is also provided with rocking bar, and the periphery of described line wheel is also wound with cotton rope, and cotton rope is connected with a fixture simultaneously, described fixture is then clamped in a wherein end of inclinometer pipe, described inclinometer pipe is arranged in flexible pipe box.
2. a kind of cast in situ ferroconcrete wall body examination inclined tube binding device according to claim 1, it is characterized in that, described flexible pipe box is curled into by a rectangle material, and longitudinal fillet of described rectangle material pastes connection by longitudinal magic tape.
3. a kind of cast in situ ferroconcrete wall body examination inclined tube binding device according to claim 1 and 2, it is characterized in that, described flexible pipe cover is provided with more piece, and the setting that is linked in sequence between two, need the flexible pipe connected between two to be enclosed within link and pasted by hoop magic tape fixing.
4. a kind of cast in situ ferroconcrete wall body examination inclined tube binding device according to claim 1, it is characterized in that, described fixture comprises clamping device and fixture cap, described fixture cap is fixed on clamping device, and the internal diameter of clamping device and the outside dimension of inclinometer pipe consistent, and being bolted on the end of inclinometer pipe, described fixture cap is then connected with cotton rope.
5. a kind of cast in situ ferroconcrete wall body examination inclined tube binding device according to claim 1, it is characterized in that, the top of described flexible pipe box is provided with multiple engaging lug, and described outstanding rope is mounted on the main muscle of body of wall through engaging lug.
6. a kind of cast in situ ferroconcrete wall body examination inclined tube binding device according to claim 1, it is characterized in that, the length of single flexible pipe box is less than the length of single inclinometer pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520711285.XU CN205002771U (en) | 2015-09-15 | 2015-09-15 | Cast -in -place reinforced concrete wall deviational survey pipe ligature device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520711285.XU CN205002771U (en) | 2015-09-15 | 2015-09-15 | Cast -in -place reinforced concrete wall deviational survey pipe ligature device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205002771U true CN205002771U (en) | 2016-01-27 |
Family
ID=55159655
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520711285.XU Active CN205002771U (en) | 2015-09-15 | 2015-09-15 | Cast -in -place reinforced concrete wall deviational survey pipe ligature device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205002771U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109296251A (en) * | 2018-10-18 | 2019-02-01 | 国网山东省电力公司烟台供电公司 | A kind of transmission line of electricity bracing wire fast binding tool |
-
2015
- 2015-09-15 CN CN201520711285.XU patent/CN205002771U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109296251A (en) * | 2018-10-18 | 2019-02-01 | 国网山东省电力公司烟台供电公司 | A kind of transmission line of electricity bracing wire fast binding tool |
| CN109296251B (en) * | 2018-10-18 | 2024-03-29 | 国网山东省电力公司烟台供电公司 | Quick ligature instrument of transmission line acting as go-between |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102828513A (en) | Tool type operating platform for pile foundation tremie extension | |
| CN206375271U (en) | A kind of steel tube conveying roller bed | |
| CN205002771U (en) | Cast -in -place reinforced concrete wall deviational survey pipe ligature device | |
| CN202449788U (en) | Special crane device for wall bricks | |
| CN205348010U (en) | Pull change of friction formula anchor jib and use device | |
| CN204569267U (en) | Equipment unit dismounting is with hanging pull tool | |
| CN106082051A (en) | A kind of device of efficient unlatching inspection well cover | |
| CN203536866U (en) | Tripod line laying device | |
| CN211342954U (en) | Water stop hanging device | |
| CN208981895U (en) | Lifting and self-climbing combined mechanism for erecting power transmission tower | |
| CN208485519U (en) | A kind of subway work handling device | |
| CN203783232U (en) | Utility pole setting machine | |
| CN207129883U (en) | A kind of ultra-large type penstock stiffening ring lifting device | |
| CN203794185U (en) | Circular material feeding device | |
| CN206538759U (en) | It is a kind of to prevent the device of rising of steel cage | |
| CN211846933U (en) | Pipeline embedding device for hydraulic engineering | |
| CN204510767U (en) | The basket operating platform of Novel hanging | |
| CN203782575U (en) | Stay cable hanging and tension construction device | |
| CN207453121U (en) | A kind of hydraulic structure flow-passing surface pre-embedded anchoring bolts | |
| CN207048800U (en) | A kind of diamond-type metal net connecting device | |
| CN201980854U (en) | Semi-automatic brick-suspending clamp | |
| CN207759945U (en) | A kind of safe and reliable tower crane being easily installed | |
| CN202467221U (en) | Power plant main workshop steel roof truss hoisting lifting device | |
| CN205873735U (en) | Device is climbed to special tower built -in in superelevation layer | |
| CN205571260U (en) | Transmission line ground connection downlead instrument of bending |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee | ||
| CP03 | Change of name, title or address |
Address after: 210014 Ziyun Road, Qinhuai District, Jiangsu, No. 9, No. Patentee after: CHINA DESIGN GROUP Co.,Ltd. Address before: 210005 Ziyun Road, Qinhuai District, Jiangsu, No. 9, No. Patentee before: Jiangsu Provincial Communications Planning and Design Institute Co.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 210014 No. 9, Ziyun Avenue, Qinhuai District, Jiangsu, Nanjing Patentee after: China Design Group Co.,Ltd. Address before: 210014 No. 9, Ziyun Avenue, Qinhuai District, Jiangsu, Nanjing Patentee before: CHINA DESIGN GROUP Co.,Ltd. |