CN204960317U - Ground anchor - Google Patents
Ground anchor Download PDFInfo
- Publication number
- CN204960317U CN204960317U CN201520731432.XU CN201520731432U CN204960317U CN 204960317 U CN204960317 U CN 204960317U CN 201520731432 U CN201520731432 U CN 201520731432U CN 204960317 U CN204960317 U CN 204960317U
- Authority
- CN
- China
- Prior art keywords
- floor
- tube connector
- support column
- pipe
- utility
- 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
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 18
- 239000010959 steel Substances 0.000 claims abstract description 18
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 13
- -1 polyethylene chloride Polymers 0.000 claims description 6
- 239000004801 Chlorinated PVC Substances 0.000 claims description 5
- 229920000457 chlorinated polyvinyl chloride Polymers 0.000 claims description 5
- 229920003020 cross-linked polyethylene Polymers 0.000 claims description 5
- 239000004703 cross-linked polyethylene Substances 0.000 claims description 3
- 229920006351 engineering plastic Polymers 0.000 claims description 3
- 229920001748 polybutylene Polymers 0.000 claims description 3
- 229920000915 polyvinyl chloride Polymers 0.000 claims description 3
- 239000004800 polyvinyl chloride Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 13
- 239000000463 material Substances 0.000 abstract description 3
- 239000002699 waste material Substances 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 239000011083 cement mortar Substances 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 229920011532 unplasticized polyvinyl chloride Polymers 0.000 description 2
- 239000002390 adhesive tape Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000284 extract Substances 0.000 description 1
- 239000003550 marker Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Landscapes
- Building Environments (AREA)
Abstract
The utility model discloses a ground anchor for the fixed steel pipe of being connected with the template, it includes: the connecting pipe, the connecting pipe is pre -buried in the floor or floor of building to the floor or the floor level of protrusion building, the support column, the support column inserts in the connecting pipe, the support column is used for supporting the connecting pipe, the steel pipe be connected with the template pass through the connecting piece with connecting pipe fixed connection. The utility model has the advantages of it is simple and convenient to be under construction, and easy operation has improved the efficiency of construction, has accelerated the time limit for a project, in addition, because the material that uses is with low costs as connecting pipe (like the PVC pipe), male support column (like the reinforcing bar) can used repeatedly, just can retrieve, has reduced artificial loss and waste, greatly reduced construction cost.
Description
Technical field
The utility model belongs to formwork construction technology field, particularly relates to a kind of ground anchorage, for the fixing steel pipe be connected with template.
Background technology
In frame column, shear wall and underground structure inwall formwork erection construction process, need the steel pipe top of fixed form on earth anchor, reach the effect of fixed form.Certain engineering is a large scale business shopping centre, building, and this project has five layers, underground, and eight layers, adopt frame shear wall structure on the ground, its foundation pit enclosure structure adopts the form of ground-connecting-wall+inner support.
Tradition earth anchor is imbedded in plate by bar dowel and is formed, its form of construction work mainly contains two kinds, one earth anchor to be inserted in plate pouring construction together, the earth anchor of this kind of form of construction work formation has certain danger, namely after construction, the reinforcing bar be embedded in concrete can not cut off in time, the danger of the puncture if personnel fall; Meanwhile, in personnel's walking process, the danger of tripping in addition.And its reinforcing bar cannot be reused, cut reinforcing bar and also will expend great manpower and materials after finishing using, if there is the operation supporting and abolish in work progress, then most of earth anchor is cut because hindering mechanical execution, cannot be used.Another kind adopts the mode of bar planting to form earth anchor, and bar planting cost is higher, and time-consumingly take a lot of work, and efficiency is too low.
Summary of the invention
The purpose of this utility model is to provide a kind of ground anchorage, hinders mechanical execution with the earth anchor solving prior art, and the technical problem that earth anchor construction cost is higher.
The technical scheme that the utility model solves the problems of the technologies described above is as follows: a kind of ground anchorage, and for the fixing steel pipe be connected with template, it comprises:
Tube connector, in the floor that described tube connector is embedded in building or floor, and protrudes floor or the floor level of building;
Support column, described support column inserts in described tube connector, and support column is for supporting described tube connector;
The steel pipe be connected with template is fixedly connected with described tube connector by connector.
The utility model ground anchorage as above, further, described tube connector is pvc pipe, polyvinyl chloride pipe; UPVC manages, i.e. hard polyethylene chloride tube; CPVC manages, i.e. chlorinated polyvinyl chloride pipe; PE-X manages, i.e. crosslinked polyethylene; PB manages, i.e. Polybutylene Pipe or ABS pipe, i.e. engineering plastics pipe.
The utility model ground anchorage as above, further, the degree of depth that described tube connector is embedded in the floor of building or floor is 10 ~ 20cm, protrudes the floor of building or the height of floor level is 5 ~ 10cm.
The utility model ground anchorage as above, further, the length of described support column is more than or equal to the length of tube connector.
The utility model ground anchorage as above, further, described support column is reinforcing bar, and the diameter of described reinforcing bar is less than or equal to the interior warp of tube connector.
The utility model ground anchorage as above, further, the steel pipe be connected with template is fixedly connected with described tube connector by steel card.
The beneficial effects of the utility model are:
1, construct simple and convenient, easy to operate, improve efficiency of construction, accelerate the duration;
2, the material used is tube connector (as pvc pipe), and cost is low, and the support column (as reinforcing bar) of insertion can be reused, and can reclaim, and decreases artificial loss and waste, greatly reduces construction cost;
3, do not hinder the construction of other operations, and support column can be extracted in time, fast after being used to complete, the phenomenon that reinforcing bar is hurted sb.'s feelings can not occur, safer.
Accompanying drawing explanation
By detailed description done in conjunction with the following drawings, above-mentioned and/or other aspects of the present utility model and advantage will become clearer and be easier to understand, and these accompanying drawings just schematically, do not limit the utility model, wherein:
Fig. 1 is the tube connector schematic diagram of the ground anchorage of a kind of embodiment of the utility model;
Fig. 2 is the ground anchorage schematic diagram of a kind of embodiment of the utility model.
In accompanying drawing, the list of parts representated by each label is as follows:
1, tube connector, 2, support column, 3, the floor of building or floor, 4, connector, 5, the steel pipe that is connected with template.
Detailed description of the invention
Hereinafter, the embodiment of ground anchorage of the present utility model is described with reference to the accompanying drawings.
The embodiment recorded at this is specific detailed description of the invention of the present utility model, for illustration of design of the present utility model, is all explanatory and exemplary, should not be construed as the restriction to the utility model embodiment and the utility model scope.Except the embodiment recorded at this, those skilled in the art can also adopt other technical scheme apparent based on the content disclosed in the application's claims and manual, and these technical schemes comprise the technical scheme making any apparent substitutions and modifications adopted the embodiment recorded at this.
The accompanying drawing of this manual is schematic diagram, and aid illustration design of the present utility model schematically shows shape and the correlation thereof of each several part.Note that the structure of each parts for the ease of clearly showing the utility model embodiment, not according to identical scale between each accompanying drawing.Identical reference marker is for representing identical part.
Fig. 1 and Fig. 2 illustrates the ground anchorage of a kind of embodiment of the utility model, and this ground anchorage is used for the fixing steel pipe 5 be connected with template, and it comprises:
Tube connector 1, as shown in Figure 1, in the floor that described tube connector is embedded in building or floor 3, and protrudes floor or the floor level of building;
Support column 2, described support column inserts in described tube connector, and support column is for supporting described tube connector;
The steel pipe 5 be connected with template is fixedly connected with described tube connector 1 by connector 4.
The use flow process of the ground anchorage of the utility model above-described embodiment is: pre-buried tube connector → by support column inserts the steel pipe that pre-buried tube connector forms earth anchor → be connected with template and is fixedly connected with → extracts support column to tube connector joints cement mortar shutoff tube connector by connector and the tube connector of earth anchor;
Detailed process is as follows: insert tube connector when constructing base plate or floor in the position needed, insertion depth 10 ~ 20cm, protruded length 5 ~ 10cm, this tube connector diameter is slightly larger than support column diameter, the tube connector port rubber belt sealing be exposed, prevents work progress medium stone, sandy soil the like waste enters.Need to take adhesive tape apart when using ground anchorage, insert reinforcing bar and can form earth anchor use.
Support column is extracted, by the tube connector excision be exposed, and with cement mortar shutoff tube connector after to be used.
In the ground anchorage of the utility model above-described embodiment, described tube connector is pvc pipe, polyvinyl chloride pipe; UPVC manages, i.e. hard polyethylene chloride tube; CPVC manages, i.e. chlorinated polyvinyl chloride pipe; PE-X manages, i.e. crosslinked polyethylene; PB manages, i.e. Polybutylene Pipe or ABS pipe, i.e. engineering plastics pipe.
In the ground anchorage of the utility model above-described embodiment, the degree of depth that described tube connector is embedded in the floor of building or floor is 10 ~ 20cm, protrudes the floor of building or the height of floor level is 5 ~ 10cm.
In the ground anchorage of the utility model above-described embodiment, the length of described support column is more than or equal to the length of tube connector.
In the ground anchorage of the utility model above-described embodiment, described support column is reinforcing bar, and the diameter of described reinforcing bar is less than or equal to the interior warp of tube connector.
In the ground anchorage of the utility model above-described embodiment, the steel pipe be connected with template is fixedly connected with described tube connector by steel card.
Each technical characteristic of above-mentioned disclosure is not limited to that disclosed with combination that is further feature, other combination that those skilled in the art also can carry out between each technical characteristic according to the object of invention, is as the criterion with the object realizing the utility model.
Claims (6)
1. a ground anchorage, for the fixing steel pipe be connected with template, is characterized in that, comprising:
Tube connector, in the floor that described tube connector is embedded in building or floor, and protrudes floor or the floor level of building;
Support column, described support column inserts in described tube connector, and support column is for supporting described tube connector;
The steel pipe be connected with template is fixedly connected with described tube connector by connector.
2. ground anchorage according to claim 1, is characterized in that, described tube connector is polyvinyl chloride pipe, hard polyethylene chloride tube, chlorinated polyvinyl chloride pipe, crosslinked polyethylene, Polybutylene Pipe or engineering plastics pipe.
3. ground anchorage according to claim 1 and 2, is characterized in that, the degree of depth that described tube connector is embedded in the floor of building or floor is 10 ~ 20cm, protrudes the floor of building or the height of floor level is 5 ~ 10cm.
4. ground anchorage according to claim 1, is characterized in that, the length of described support column is more than or equal to the length of tube connector.
5. ground anchorage according to claim 4, is characterized in that, described support column is reinforcing bar, and the diameter of described reinforcing bar is less than or equal to the interior warp of tube connector.
6. ground anchorage according to claim 1, is characterized in that, the steel pipe be connected with template is fixedly connected with described tube connector by steel card.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520731432.XU CN204960317U (en) | 2015-09-21 | 2015-09-21 | Ground anchor |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520731432.XU CN204960317U (en) | 2015-09-21 | 2015-09-21 | Ground anchor |
Publications (1)
Publication Number | Publication Date |
---|---|
CN204960317U true CN204960317U (en) | 2016-01-13 |
Family
ID=55055391
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201520731432.XU Expired - Fee Related CN204960317U (en) | 2015-09-21 | 2015-09-21 | Ground anchor |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN204960317U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109555121A (en) * | 2017-09-25 | 2019-04-02 | 中石化重型起重运输工程有限责任公司 | Gate type hydraulic lifting system new earth anchor |
CN114991206A (en) * | 2021-03-02 | 2022-09-02 | 长沙理工大学 | Underground structure and underground continuous wall superposed surface connecting device and construction method thereof |
-
2015
- 2015-09-21 CN CN201520731432.XU patent/CN204960317U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109555121A (en) * | 2017-09-25 | 2019-04-02 | 中石化重型起重运输工程有限责任公司 | Gate type hydraulic lifting system new earth anchor |
CN114991206A (en) * | 2021-03-02 | 2022-09-02 | 长沙理工大学 | Underground structure and underground continuous wall superposed surface connecting device and construction method thereof |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN105840207B (en) | Construction method for comprehensive tunnel entering structure of large-span tunnel penetrating shallow-buried bias-pressure loose accumulation body | |
CN202509532U (en) | Multi-rib tension type anti-floating anchor | |
CN103758123B (en) | The construction method of manually digging hole filling pile retaining wall lining | |
CN100462507C (en) | Construction method for pulling-resistant and pressure-resistant slip casting pipe pile | |
CN106948340B (en) | A kind of construction method of the Manual excavated pile structure of high polymer grouting protection | |
CN111851597B (en) | Penetration protection structure of pipe jacking close-distance downward-penetrating pipe gallery and construction method | |
CN204960317U (en) | Ground anchor | |
CN105839651A (en) | Roadbed slope assembly type deformation self-adaptive protective framework and splicing method thereof | |
CN110424449B (en) | Microorganism control method for long-term stability of reinforced retaining wall | |
CN106703059B (en) | Open caisson cross trough-pulling construction method | |
CN202401461U (en) | Novel foundation pit shoring structure | |
CN208472592U (en) | Close to the steel pipe pile reinforced construction of deep basal pit bridge friction pile | |
CN205653804U (en) | Slope assembled warp self -adaptation protection skeleton | |
CN201874008U (en) | Discontinuous concrete grouting pile and wall structure | |
CN1548661A (en) | Method of supporting foundation pit in soft layer with brad | |
CN202108045U (en) | Sleeve pipe with anchor rod penetrating through underground continuous wall | |
CN205296186U (en) | Side slope cling compound retaining structure | |
CN101608454A (en) | A kind of cavity shallow foundation and job practices | |
CN102296618A (en) | Sleeve with anchor rod penetrating through diaphragm wall | |
CN206204955U (en) | A kind of recoverable dispersed pressure anchor | |
CN201162229Y (en) | Anti-floating pit structure | |
CN203924072U (en) | The retaining wall supporting and protection structure of the super dark hand excavated pile of a kind of super large | |
KR100951927B1 (en) | Removable nail structure and reinforce steel-bar extraction method using the same | |
CN207775897U (en) | A kind of supporting construction of rectangle interlocking pile | |
CN110578524A (en) | Boulder treatment construction method for dense drilling and crushing in shield region |
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 |
Granted publication date: 20160113 |
|
CF01 | Termination of patent right due to non-payment of annual fee |