CN214169190U - Building device for tubular pile bearing capacity test platform in civil construction - Google Patents
Building device for tubular pile bearing capacity test platform in civil construction Download PDFInfo
- Publication number
- CN214169190U CN214169190U CN202120052527.4U CN202120052527U CN214169190U CN 214169190 U CN214169190 U CN 214169190U CN 202120052527 U CN202120052527 U CN 202120052527U CN 214169190 U CN214169190 U CN 214169190U
- Authority
- CN
- China
- Prior art keywords
- plate
- tubular pile
- hoop
- arc
- test platform
- 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
Images
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The utility model provides a set up device that is used for tubular pile bearing capacity test platform in civil engineering belongs to construction technical field, has effectively solved tubular pile test platform and has set up the relatively poor problem of influence construction progress economic nature that wastes time and energy. This technical scheme includes the staple bolt board of fixed connection in tubular pile top outer wall, and staple bolt board top is provided with the layer board, and the top of layer board is connected with the appearance workbin, and the staple bolt board is two and mutually supports. The utility model has the advantages that: the device for setting up the tubular pile test platform is simple and stable in structure and can be used rapidly and conveniently.
Description
Technical Field
The utility model relates to a construction technical field especially relates to a device of setting up that is used for single stake bearing capacity test platform in civil engineering.
Background
Tubular pile body is inserting construction site's underground after, need carry out the bearing capacity to it and detect, when detecting, need pour the cement of a square body at the top of pile body, cement through the square body is as a plummer, then carry on the top of cement platform with the bottom of I-steel, subsequent detection is carried out to it to other equipment of rethread, in the actual operation at present, the experiment platform is pour through setting up support body and template, reject the platform after the experiment is accomplished again, whole set up and demolish the process consuming time hard, the economic nature is relatively poor, and the progress of whole construction period is influenced.
Therefore, how to solve the above technical problems becomes a problem faced by the present invention.
SUMMERY OF THE UTILITY MODEL
In order to solve the defects of the prior art, the utility model provides a simple structure is firm, the device of setting up tubular pile test platform that can be convenient fast.
The utility model provides a technical scheme that its technical problem adopted is: the utility model provides a building device for a tubular pile bearing capacity test platform in civil engineering, which comprises a hoop plate fixedly connected with the outer wall of the top end of a tubular pile, wherein the top of the hoop plate is provided with a supporting plate, and a material containing box is connected above the supporting plate;
the hoop plates are two and are mutually matched.
Each hoop plate comprises an arc plate, the inner diameter of each arc plate is matched with the outer diameter of the tubular pile, and the inner wall of the curved part of each arc plate is attached to the outer wall of the tubular pile;
the outer walls of the two ends of each arc-shaped plate are fixedly connected with connecting plates facing outwards, the bottom surface of each connecting plate is coplanar with the end surface of the arc-shaped plate, and a plurality of connecting holes are uniformly formed in each connecting plate;
the two hoop plate arc parts are oppositely arranged and are respectively attached to the outer wall of the tubular pile from two sides, the end parts of the two arc plates are attached, and the connecting plate on each hoop plate is attached to the connecting plate on the same side on the other hook plate;
every connecting hole on the connecting plate all corresponds another piece rather than the laminating one on the connecting plate connecting hole, two are corresponding wear to be equipped with fixing bolt in the connecting hole, every fixing bolt all screw-thread fit has fastening nut.
The top surface of each hoop plate is fixedly connected with the supporting plate;
each supporting plate is provided with a [ type clamping strip along the edge of the top, and the opening direction of each clamping strip is the same as that of the corresponding hoop plate;
when the two hoop plates are fixedly connected with the tubular pile, the two supporting plates are positioned on the same plane and are attached, and the two clamping strips are attached and form a rectangular structure;
the bottom of two the layer board all with the top laminating of tubular pile.
The material containing box comprises a rectangular bottom frame, and enclosing plates which are vertically arranged and are same in height and sequentially connected end to end are fixedly connected to the periphery of the top of the bottom frame;
and rectangular clamping grooves are formed in the periphery of the bottom of the underframe and are in clamping fit with the clamping strips.
The utility model discloses during the in-service use: wrap up in the outer wall both sides on tubular pile top simultaneously with two staple bolt boards at first, make the bottom of layer board and the top laminating of tubular pile, then with two staple bolt board fixed connection good through fixing bolt and fixation nut, will hold the workbin again and carry out the joint through draw-in groove and card strip and layer board, the device installation finishes, begin to pour concrete from the workbin top, after the concrete is holding the inside preliminary shaping of workbin, will hold the workbin and demolish, the platform forms, treat that the concrete thoroughly does not solidify the rear and carry out subsequent testing, reject after the experiment finishes.
The utility model has the advantages that:
1. the structure is simple and firm, the experiment platform is convenient and quick to set up, and the construction period process is further accelerated;
2. the platform building mode of building the support frame and the template is changed, raw materials and labor are saved obviously, and the economic efficiency is good;
3. the pouring platform is not directly contacted with the tubular pile, so that the removing process is more convenient, and unnecessary collision of the tubular pile caused by the removing process is avoided.
Drawings
Fig. 1 is a schematic structural diagram of the present invention;
fig. 2 is a schematic diagram of the structure of the hoop plate of the present invention;
fig. 3 is a schematic view of the structure of the supporting board of the present invention.
Fig. 4 is a schematic view of the structure of the material containing box of the present invention.
Wherein the reference numerals are: 1. a tubular pile; 2. a hoop plate; 201. an arc-shaped plate; 202. a connecting plate; 203. Connecting holes; 3. a support plate; 4. a material accommodating box; 401. a chassis; 402. enclosing plates; 403. a card slot; 5. fixing the bolt; 6. fixing a nut; 7. and (6) clamping the strip.
Detailed Description
In order to clearly illustrate the technical features of the present solution, the present solution is explained below by way of specific embodiments.
Referring to fig. 1 to 4, the utility model relates to a set up device that is used for tubular pile bearing capacity test platform in civil engineering, including the staple bolt board 2 of fixed connection in 1 top outer wall of tubular pile, 2 tops of staple bolt board are provided with layer board 3, and the top of layer board 3 is connected with holds workbin 4, and staple bolt board 2 is two and mutually supports.
Every hoop board 2 all includes arc 201, every arc 201's internal diameter all with tubular pile 1's external diameter fit, every arc 201's the curved arc inner wall all with tubular pile 1's outer wall laminating, every arc 201 both ends outer wall all fixedly connected with towards outside connecting plate 202, every connecting plate 202 bottom surface all with arc 201's terminal surface coplane, a plurality of connecting holes 203 have all been seted up on every connecting plate 202 evenly, two 2 relative settings of hoop board curved arc and from both sides respectively with tubular pile 1 outer wall laminating, the tip laminating of two arc 2, connecting plate 202 on every hoop board 2 is laminated with the connecting plate 202 that is located the homonymy on another hoop board 2, connecting hole 203 on every connecting plate 202 all corresponds a connecting hole 203 on another connecting plate 202 rather than the laminating, wear to be equipped with fixing bolt 5 in two corresponding connecting holes 203, every fixing bolt 5 all screw-thread fit has fastening nut 6. Every hoop plate 2's the equal fixedly connected with layer board 3 of top surface, every layer board 3 all is provided with [ type card strip 7 along top edge, every opening direction of blocking strip 7 is the same rather than the opening direction of the hoop plate 2 that corresponds, and when two hoop plates 2 and tubular pile 1 fixed connection, two layer boards 3 are located the coplanar and laminate, and two laminating of blocking strip 7 just enclose into the rectangle structure, and the bottom of two layer boards 3 all laminates with the top of tubular pile 1. The material containing box 4 comprises a rectangular bottom frame 401, enclosing plates 402 which are vertically arranged and are same in height and are sequentially connected end to end are fixedly connected to the periphery of the top of the bottom frame 401, rectangular clamping grooves 403 are formed in the periphery of the bottom frame 401, and the clamping grooves 403 are in clamping fit with clamping strips 7.
In actual use: wrap up two embracing hoop plate 2 simultaneously in the outer wall both sides on tubular pile 1 top at first, make the bottom of layer board 3 and the top laminating of tubular pile 1, then with two embracing hoop plate 2 fixed connection good through fixing bolt 5 and fixation nut 6, will hold workbin 4 again and carry out the joint through draw-in groove 404 and card strip 7 and layer board 3, the device installation finishes, begin to pour the concrete from workbin 4 tops, after the concrete is holding workbin 4 inside primary molding, will hold workbin 4 and demolish, the platform forms, treat that the concrete thoroughly does not solidify the rear and carry out subsequent testing, reject after the experiment finishes.
The technical features that the utility model has not been described can be realized through or adopt prior art, and no longer give unnecessary details here, and of course, the above-mentioned explanation is not right the utility model discloses a restriction, the utility model discloses also not only be limited to the above-mentioned example, ordinary skilled person in this technical field is in the utility model discloses a change, modification, interpolation or replacement made in the essential scope also should belong to the utility model discloses a protection scope.
Claims (4)
1. The device for erecting the tubular pile bearing capacity test platform in civil construction is characterized by comprising a hoop plate (2) fixedly connected to the outer wall of the top end of a tubular pile (1), wherein a supporting plate (3) is arranged at the top of the hoop plate (2), and a material containing box (4) is connected above the supporting plate (3);
the two hoop plates (2) are matched with each other.
2. The building device for the tubular pile bearing capacity test platform in civil construction according to claim 1, wherein each hoop plate (2) comprises an arc plate (201), the inner diameter of each arc plate (201) is matched with the outer diameter of the tubular pile (1), and the inner wall of the curved part of each arc plate (201) is attached to the outer wall of the tubular pile (1);
the outer walls of two ends of each arc-shaped plate (201) are fixedly connected with connecting plates (202) facing outwards, the bottom surface of each connecting plate (202) is coplanar with the end surface of the arc-shaped plate (201), and a plurality of connecting holes (203) are uniformly formed in each connecting plate (202);
the arc bending parts of the two hoop plates (2) are oppositely arranged and are respectively attached to the outer wall of the tubular pile (1) from two sides, the end parts of the two arc plates (201) are attached, and the connecting plate (202) on each hoop plate (2) is attached to the connecting plate (202) on the same side of the other hoop plate (2);
each connecting hole (203) on the connecting plate (202) corresponds to the other connecting hole (203) attached to the connecting plate (202), two corresponding connecting holes (203) are internally provided with fixing bolts (5) in a penetrating manner, and each fixing bolt (5) is in threaded fit with a fastening nut (6).
3. The building device for the tubular pile bearing capacity test platform in civil engineering construction according to claim 2, wherein the top surface of each hoop plate (2) is fixedly connected with the supporting plate (3);
each supporting plate (3) is provided with [ type clamping strips (7) along the edge of the top, and the opening direction of each clamping strip (7) is the same as that of the corresponding hoop plate (2);
when the two hoop plates (2) are fixedly connected with the tubular pile (1), the two supporting plates (3) are positioned on the same plane and are attached, and the two clamping strips (7) are attached and enclose a rectangular structure;
the bottoms of the two supporting plates (3) are attached to the top of the tubular pile (1).
4. The building device for the tubular pile bearing capacity test platform in civil engineering construction according to claim 3, wherein the material containing box (4) comprises a rectangular underframe (401), and enclosing plates (402) which are vertically arranged and have the same height and are sequentially connected end to end are fixedly connected to the periphery of the top of the underframe (401);
the edge rectangular clamping grooves (403) are formed in the periphery of the bottom frame (401), and the clamping grooves (403) are in clamping fit with the clamping strips (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120052527.4U CN214169190U (en) | 2021-01-11 | 2021-01-11 | Building device for tubular pile bearing capacity test platform in civil construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120052527.4U CN214169190U (en) | 2021-01-11 | 2021-01-11 | Building device for tubular pile bearing capacity test platform in civil construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214169190U true CN214169190U (en) | 2021-09-10 |
Family
ID=77592630
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120052527.4U Active CN214169190U (en) | 2021-01-11 | 2021-01-11 | Building device for tubular pile bearing capacity test platform in civil construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214169190U (en) |
-
2021
- 2021-01-11 CN CN202120052527.4U patent/CN214169190U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101368444B (en) | Novel profiled bar and wood combination type door, window shaping template and its installation method | |
| CN105926942A (en) | Construction method of combined aluminum/steel frame wood-plastic formwork system | |
| CN201526158U (en) | Special fixture for beam form | |
| CN214169190U (en) | Building device for tubular pile bearing capacity test platform in civil construction | |
| CN105256995A (en) | Reinforcing apparatus and construction method of forms in shear wall structural deformation joint | |
| CN209754407U (en) | nonstandard welding H shaped steel device of assembling fast | |
| CN204781944U (en) | A mode structure of infilled wall constructional column | |
| CN207079948U (en) | A kind of life rope fixed mount | |
| CN216340920U (en) | Reinforcing apparatus of cylinder rectangular beam junction paper mould | |
| CN201202276Y (en) | Beam side panels fixture | |
| CN201276843Y (en) | Internal corner adapter for wall beam template | |
| CN211396605U (en) | Adjustable template reinforcing apparatus | |
| CN206016250U (en) | A kind of unit assemble type toilet flange erecting device | |
| CN218623286U (en) | Cast-in-place split type reinforcing apparatus who takes template of superimposed sheet | |
| CN220285376U (en) | Fixed bolster of buckling restrained steel sheet shear force wall | |
| CN219316084U (en) | Overlap joint structure of overlapped prefabricated shear wallboard | |
| CN105178188B (en) | Triangular frame supporting formwork | |
| CN217173009U (en) | Gantry crane guide rail fixing device | |
| CN214560259U (en) | Steel form positioning tool | |
| CN219170891U (en) | High reinforcing bar rack of security | |
| CN112610016B (en) | Reinforced stand plate supporting device prefabricated above ring beam | |
| CN211472958U (en) | Integral concrete structure of steel frame shear wall structure | |
| CN217992957U (en) | Prefabricated mould of pipe culvert | |
| CN212154141U (en) | Outer wall insulation board hoist and mount | |
| CN211421487U (en) | Green energy-saving wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |