CN210482296U - Construction equipment of airport parking apron and ground anchor pit mold thereof - Google Patents
Construction equipment of airport parking apron and ground anchor pit mold thereof Download PDFInfo
- Publication number
- CN210482296U CN210482296U CN201920548037.6U CN201920548037U CN210482296U CN 210482296 U CN210482296 U CN 210482296U CN 201920548037 U CN201920548037 U CN 201920548037U CN 210482296 U CN210482296 U CN 210482296U
- Authority
- CN
- China
- Prior art keywords
- ground anchor
- mould
- pit
- anchor pit
- housing
- 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
- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses an earth anchor pit mould, include for the holding earth anchor and supply the earth anchor pit founding mould and the casing of drawing of patterns and with the casing rigid coupling, be used for supplying the casing installation and the handle portion of dismantling. The utility model also discloses a construction equipment of airport air park including above-mentioned ground anchor hole mould. Above-mentioned ground anchor pit mould can carry out the founding mould and the drawing of patterns in ground anchor pit very conveniently and can ensure that the size in ground anchor pit is unanimous, and ground anchor pit mould simple structure, processing cost are low and the installation with demolish very conveniently, simultaneously, but this mould reuse, the turnover number of times is many.
Description
Technical Field
The utility model relates to an engineering machine tool technical field, in particular to ground anchor pit mould. The utility model discloses still relate to the construction equipment of airport air park with this earth anchor hole mould.
Background
The ground anchor can be divided into anchor pile, anchor point, anchor spindle, dragging pit, and the ground anchor is used commonly in the jack-up operation to fix drags stay cord, guy rope, hoist engine, leading sheave etc. the ground anchor is generally made with wire rope, steel pipe, reinforced concrete prefab, log etc. and is buried underground as burying the piece, and the form commonly used has following three kinds: pile type ground anchor, balance weight method and pit type ground anchor.
At an airport parking apron, typhoon affects the taking-off and landing of flights, and also affects the airplanes staying on the parking apron, namely, the airplanes are blown to move. However, the ground anchor pit is small, so that after concrete is poured, the traditional formwork is extruded by the concrete, the dismantling difficulty of the traditional formwork is high, the just-constructed pavement is easily damaged, and meanwhile, the traditional formwork is also easily damaged, so that the quality of the pavement slab is influenced, and the anchor pit formwork cannot be recycled.
Therefore, how to avoid the damage to the cement concrete pavement caused by the influence of the traditional template on the construction of the ground anchor pit is a technical problem which needs to be solved by the technical personnel in the field at present.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing an earth anchor hole mould, this earth anchor hole mould can solve because traditional template influences the problem of earth anchor hole construction so that damage cement concrete pavement, and this mould can carry out the founding mould and the drawing of patterns in earth anchor hole very conveniently and can ensure that the size in earth anchor hole is unanimous, and earth anchor hole mould simple structure, processing cost are low and the installation with demolish very conveniently. The utility model also aims at providing a construction equipment of airport air park including above-mentioned ground anchor hole mould.
In order to achieve the above object, the utility model provides an earth anchor hole mould, include for the holding earth anchor and supply the earth anchor hole founding the mould and the casing of drawing of patterns and with the casing rigid coupling, be used for the confession casing installation and the handle portion of dismantling.
Preferably, the handle portion comprises two connecting columns which are arranged above the shell and are parallel to each other and used for the shell to be placed downwards or lifted, when a mold is required to be erected, the connecting columns are used for the shell to be placed downwards to a mold erecting position, and when a mold is required to be demolded, the connecting columns are used for the shell to be lifted to the mold erecting position.
Preferably, the outer side wall of any connecting column is welded to the upper end face of the side wall of the shell.
Preferably, the housing is a rectangular housing with an open upper end.
Preferably, the ground anchor further comprises an open slot which is arranged on the bottom surface of the shell and used for the ground anchor to penetrate through.
Preferably, the open slot is formed in the center of the bottom surface of the housing.
The utility model also provides a construction equipment of airport air park, including above-mentioned arbitrary ground anchor hole mould.
Preferably, the protection member is arranged on the outer side of the ground anchor pit mould and used for preventing concrete from entering the interior of the ground anchor pit mould when the concrete is poured.
Preferably, the protection part comprises a first protection edge which is horizontally arranged and is used for being attached to the outer side wall of the ground anchor pit mold, and a second protection edge which is perpendicular to the first protection edge and extends along the upper side direction of the first protection edge.
Preferably, a plurality of positioning columns for preventing the protection member and the ground anchor pit mold from moving are fixedly connected to the outer side wall of the second protection edge.
Compared with the prior art, the utility model discloses to the different requirements of airport air park ground anchor pit construction, designed ground anchor pit mould, because the ground anchor pit is less, the concrete placement back receives the extrusion of concrete, and the degree of difficulty is demolishd to traditional template great, and the pavement that will just be under construction easily damages, also damages traditional template easily simultaneously, influences the quality of pavement board and causes the unable turnover use of ground anchor pit template. Therefore, it is necessary to use an anchor pit mold which can conveniently perform the erecting and demolding of the anchor pit and ensure the quality of the anchor pit.
Particularly, above-mentioned ground anchor pit mould includes casing and handle portion, and wherein, the ground anchor sets up the inside of casing, and the casing is used for supplying ground anchor pit to erect the mould and the drawing of patterns, handle portion and casing rigid coupling, and the effect of handle portion can be convenient for the installation and the dismantlement of casing. Therefore, the anchor pit mould can conveniently perform mould erecting and demoulding of the anchor pit and can ensure that the anchor pit is consistent in size, the anchor pit mould is simple in structure, low in processing cost and convenient to install and dismantle, and meanwhile, the mould can be repeatedly used, and the turnover frequency is high.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required to be used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the provided drawings without creative efforts.
Fig. 1 is a front view of an anchor pit mold according to an embodiment of the present invention;
fig. 2 is a side view of an anchor pit mold according to an embodiment of the present invention;
fig. 3 is a top view of an anchor pit mold according to an embodiment of the present invention.
Wherein:
1-shell, 2-handle part and 3-open slot.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
The core of the utility model is to provide an earth anchor hole mould, this earth anchor hole mould can solve because traditional template influences the problem of earth anchor hole construction so that damage cement concrete pavement, and this mould can carry out the founding mould and the drawing of patterns in earth anchor hole very conveniently and can ensure that the size in earth anchor hole is unanimous, and earth anchor hole mould simple structure, processing cost are low and the installation with demolish very conveniently. The other core of the utility model is to provide a construction equipment of airport air park including above-mentioned ground anchor pit mould.
In order to make the technical field of the present invention better understand, the present invention will be described in detail with reference to the accompanying drawings and the detailed description.
It should be noted that the following directional terms such as "upper end, lower end, left side, right side" and the like are defined based on the drawings of the specification.
Referring to fig. 1, fig. 2 and fig. 3, fig. 1 is a front view of an anchor pit mold according to an embodiment of the present invention; fig. 2 is a side view of an anchor pit mold according to an embodiment of the present invention; fig. 3 is a top view of an anchor pit mold according to an embodiment of the present invention.
The embodiment of the utility model provides an anchor pit mould for the founding mould and the drawing of patterns in anchor pit, so-called anchor pit is the hole that is used for burying the anchor, because the anchor pit is less, after lieing in the outside concrete placement in anchor pit, receives the extrusion of concrete, damages the pavement that just has just been under construction easily, through setting up anchor pit mould can be very convenient carry out anchor pit founding mould and drawing of patterns, and this anchor pit mould also very convenient installs and dismantles.
Specifically, the ground anchor pit mold comprises a shell 1 and a handle part 2, wherein a ground anchor is arranged inside the shell 1, and the shell 1 is used for erecting and demolding the ground anchor pit; the handle part 2 is fixedly connected with the shell 1, and the handle part 2 is used for facilitating the installation and the disassembly of the shell 1.
Of course, according to actual needs, above-mentioned casing 1 and handle portion 2 all can set up to steel material, and like this, receive the difficult damage that takes place after the extrusion of outside concrete to casing 1, can improve the life of earth anchor pit mould like this.
Above-mentioned mode of setting up can very conveniently carry out the founding mould and the drawing of patterns in ground anchor hole and can ensure that the size in ground anchor hole is unanimous, and ground anchor hole mould simple structure, low and installation and demolising are very convenient, and simultaneously, this mould reuse, the turnover number of times is many, has certain use value.
In the embodiment of the present invention, the handle portion 2 specifically includes two connecting columns, the two connecting columns are disposed above the housing 1, and the two connecting columns are disposed in parallel with each other and are fixedly connected to the housing 1; therefore, after the central position of the anchor pit is determined according to the setting position of the ground anchor, the mold erecting and demolding functions of the shell 1 can be realized through the two connecting columns, and when the mold erecting is needed, the shell 1 can be placed to the mold erecting position through the connecting columns; when demoulding is required, the housing 1 can be lifted out of the mould-erecting position by means of the connecting column.
Specifically speaking, the lateral wall of arbitrary spliced pole welds in the upside terminal surface of casing 1 lateral wall, for example, two spliced poles can set up along the width direction of casing 1, and the both ends of two spliced poles all stretch out to the outside of casing 1, and the length of spliced pole is greater than the width of casing 1 promptly, and the spliced pole is connected through the welding realization with the contact part of casing 1, can be in the same place handle portion 2 and casing 1 rigid coupling like this.
Of course, according to actual need, above-mentioned casing 1 specifically can set up to the open-ended rectangle casing in upper end, and two spliced poles can fixed connection on the long limit of rectangle casing upside terminal surface, and of course, casing 1 also can set up other different structures according to the requirement of standing the mould.
In order to optimize the above embodiment, the ground anchor pit mold further comprises an open slot 3 formed in the bottom surface of the housing 1, wherein the open slot 3 is used for allowing a ground anchor to penetrate through, that is, when the mold needs to be erected, the setting position of the ground anchor pit is determined according to the determined position of the ground anchor, the position of the ground anchor is the center position of the ground anchor pit, in other words, the open slot 3 should be formed in the center position of the bottom surface of the housing 1; then, through two spliced poles with casing 1 place upright mould position, be about to open slot 3 on the casing 1 alignment earth anchor for the earth anchor penetrates in the casing 1, can accomplish the upright mould position setting in earth anchor pit like this.
The utility model discloses the application still provides a construction equipment of airport air park, including the ground anchor hole mould that above-mentioned embodiment is disclosed, wherein, airport air park's construction equipment still includes the protection piece, and ground anchor hole mould is located to this protection piece, and the outside of casing 1 promptly, after installing ground anchor hole mould, need pour the concrete through the outside at ground anchor hole mould to form the ground anchor hole, this protection piece can block that the outside concrete of ground anchor hole mould gets into in the casing 1, thereby can protect the overall structure in ground anchor hole.
Of course, the above-mentioned guard is generally provided as an edge guard angle which functions similarly to the cover of the housing 1, and unlike the sealing function of a general cover, the upper end of the edge guard angle is open, that is, the edge guard angle only functions to block the concrete around the housing 1.
On the basis, the protection piece comprises a first protection edge which is horizontally arranged and is used for being attached to the outer side wall of the ground anchor pit mold, for example, four first protection edges which are horizontally arranged can be arranged around the periphery of the shell 1 according to the shape of the rectangular shell 1; furthermore, the protection part also comprises a second protection edge which is vertical to the first protection edge, and the second protection edge extends along the upper side direction of the first protection edge and is fixedly connected with the first protection edge, so that a complete protection edge angle steel structure can be formed.
Concrete can be prevented from entering the interior of the shell 1 along the upper end opening of the shell 1 when the concrete is poured by arranging the first protective edge and the second protective edge.
In addition, the lateral wall that is located the second safe edge still the rigid coupling has a plurality of reference column, and this reference column sets up with predetermineeing inclination, and the upper end of reference column and the lateral wall welding of second safe edge, lower extreme insert the concrete basic unit, and this reference column can be used for fixing a position protection piece and ground anchor pit mould like this, in order to prevent protection piece and ground anchor pit mould to remove.
Simultaneously, because handle portion 2, the length of two spliced poles is greater than the width of casing 1 promptly, so, the both ends homoenergetic of handle portion 2 can be placed on first safe edge. So, when transferring the ground anchor pit mould to founding the mould position, whole ground anchor pit mould can hoist on the protection piece, and the unsettled setting of ground anchor pit mould is put at the central point of protection piece, and concrete placement back is in time taken out the ground anchor pit mould after waiting the concrete initial set to the clearance is in order to supply next use. Other parts of the construction equipment of the airport apron can be referred to the prior art and are not developed herein.
It is noted that, in this specification, relational terms such as first and second, and the like are used solely to distinguish one entity from another entity without necessarily requiring or implying any actual such relationship or order between such entities.
It is right above the utility model provides a construction equipment of airport air park and ground anchor hole mould thereof have carried out detailed introduction. The principles and embodiments of the present invention have been explained herein using specific examples, and the above descriptions of the embodiments are only used to help understand the method and its core ideas of the present invention. It should be noted that, for those skilled in the art, without departing from the principle of the present invention, the present invention can be further modified and modified, and such modifications and modifications also fall within the protection scope of the appended claims.
Claims (9)
1. The ground anchor pit mold is characterized by comprising a shell (1) for accommodating a ground anchor and providing for ground anchor pit mold erecting and demolding, and a handle part (2) fixedly connected with the shell (1) and used for mounting and dismounting the shell (1); the ground anchor is characterized by further comprising an open slot (3) which is formed in the bottom surface of the shell (1) and used for the ground anchor to penetrate through.
2. An anchor pit mould according to claim 1, characterized in that the handle part (2) comprises two connecting columns arranged above the housing (1) and parallel to each other for lowering or lifting the housing (1), for lowering the housing (1) to a formwork erecting position when formwork erecting is required and for lifting the housing (1) to a formwork erecting position when demoulding is required.
3. An earth anchor pit mould according to claim 2, characterized in that the outer side wall of any of the connecting columns is welded to the upper side end surface of the side wall of the housing (1).
4. An earth anchor pit mould according to claim 3, characterized in that the housing (1) is embodied as a rectangular housing open at its upper end.
5. An earth anchor pit mould according to claim 4, characterized in that the open slot (3) is provided in the centre of the bottom surface of the housing (1).
6. Construction equipment for airport apron, characterized in that it comprises a ground anchor pit mould according to any one of claims 1 to 5.
7. The airport apron construction equipment of claim 6, further comprising a shield located outside of the ground anchor pit mold to prevent concrete from entering the interior of the ground anchor pit mold when pouring concrete.
8. The airport apron construction equipment of claim 7, wherein the shield comprises a first shield horizontally disposed to conform to an outer sidewall of the ground anchor pit mold and a second shield perpendicular to the first shield and extending in an upper direction of the first shield.
9. The airport apron construction equipment of claim 8, wherein the outer side wall of the second protective edge is fixedly connected with a plurality of positioning columns for preventing the protective element and the ground anchor pit mold from moving.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920548037.6U CN210482296U (en) | 2019-04-19 | 2019-04-19 | Construction equipment of airport parking apron and ground anchor pit mold thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920548037.6U CN210482296U (en) | 2019-04-19 | 2019-04-19 | Construction equipment of airport parking apron and ground anchor pit mold thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210482296U true CN210482296U (en) | 2020-05-08 |
Family
ID=70486462
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920548037.6U Active CN210482296U (en) | 2019-04-19 | 2019-04-19 | Construction equipment of airport parking apron and ground anchor pit mold thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210482296U (en) |
-
2019
- 2019-04-19 CN CN201920548037.6U patent/CN210482296U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106088148B (en) | Pipe gallery template and its application | |
| CN110761402B (en) | Concrete pouring construction method for hysteresis synchronization construction of same floor of building floor slab | |
| CN110130355B (en) | Foundation bottom plate post-cast strip force transmission structure and construction method thereof | |
| CN112329105B (en) | Optimized construction method of aluminum mold and modular attached scaffold based on BIM technology | |
| CN109267493B (en) | Construction method for installing steel cover beam crossing river channel | |
| CN111021771B (en) | Construction method for replacing original building structure with steel structure | |
| CN210482296U (en) | Construction equipment of airport parking apron and ground anchor pit mold thereof | |
| CN114517575A (en) | Formwork-attached assembling type double-layer integral hoisting elevator shaft construction method | |
| CN213951970U (en) | Pier stud template | |
| CN111719845A (en) | Three-connected silo slip form construction method | |
| CN207714327U (en) | A kind of lattice column locator | |
| CN210117921U (en) | Shear wall structure tunnel formwork | |
| CN108179749A (en) | A kind of lattice column locator and its localization method | |
| CN210827525U (en) | Structure is built to template of pouring of open caisson wall of a well | |
| CN108979133B (en) | Dense rib floor mold and use method thereof | |
| CN207296567U (en) | A kind of intelligence communication bar | |
| CN110747875A (en) | Construction method for building scaffold for open caisson construction of cyclone tank | |
| CN216810952U (en) | Concrete arch lintel construction template system | |
| CN216587669U (en) | Self-stabilizing bearing platform die | |
| CN110700312B (en) | Construction method of special steel integrated inner support for pipe gallery | |
| CN212895926U (en) | Operating platform of hollow bridge tower | |
| CN220551606U (en) | Concrete pump pipe hole construction device | |
| CN217759798U (en) | Non-dismantling steel inner mold of reinforced concrete ventilation shaft | |
| CN215291442U (en) | Support frame system for reinforcing narrow space template | |
| CN216272648U (en) | Precast concrete trench cover convenient to installation |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |