CN209649032U - A kind of bearing platform prefabrication concrete mould plate structure - Google Patents
A kind of bearing platform prefabrication concrete mould plate structure Download PDFInfo
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- CN209649032U CN209649032U CN201920174939.8U CN201920174939U CN209649032U CN 209649032 U CN209649032 U CN 209649032U CN 201920174939 U CN201920174939 U CN 201920174939U CN 209649032 U CN209649032 U CN 209649032U
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- bearing platform
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Abstract
The utility model relates to building template technical field, in particular to a kind of bearing platform prefabrication concrete mould plate structure.Including concrete plate body and peripheral reinforcing construction, the concrete plate body is rectangular plate-like structure, one end of concrete plate body is uniformly equipped with several reserved openings, several reinforcing bars are uniformly embedded with inside plate body, one end of reinforcing bar it is overhanging go out plate body, the other end is embedded in corresponding with reserved opening inside plate body, and the peripheral reinforcing construction includes bar steel plate and bolt rod, by bolt rod, successively head and the tail bolt connects bar steel plate, to form the frame to match with concrete mould board size.The utility model installs conveniently, improves template assembly efficiency, and peripheral reinforcing construction is easy to operate, and it is convenient to remove, and saves turnover material tool, can effectively avoid occurring drum mould phenomenon in concreting process, while accelerating construction speed, save construction cost.
Description
Technical field
The utility model relates to building template technical field, in particular to a kind of bearing platform prefabrication concrete mould plate structure.
Background technique
The foundation construction stage of building construction process, formwork structure are widely used in underground structure, especially pile foundation
Construction, top are typically provided with cushion cap, and the position that bearing platform construction template is not easy to remove generally uses brick mold, but brick mold is built
It is larger to build project amount, and needs the processes such as plastering, the bonding mortar strengths such as need can just carry out next procedure construction after reaching, and throw
The manpower and material resources entered are more, long construction period, higher cost.It is compared to brick mold, the consolidation effect of concrete blinding is more
Significantly, it is inevitably generated excessive deformation and rupture since cushion cap template bears larger lateral pressure in casting process, into
And it is easy to appear bulging mould phenomenon, therefore, also need further to reinforce template in the construction process.
207348081 U of patent CN, discloses a kind of prefabricated cushion cap template, including multiple head and the tail are successively in mating connection
Plate body, the both ends of the plate body are first end, the second end, the first end, the second end end face on set respectively
There are upper sunk coak mouth or lower sunk coak mouth, the upper sunk coak mouth matches with lower sunk coak mouth;When the first end of the plate body
Upper sunk coak mouth and adjacent panels when the second end of portion and adjacent plate body is in mating connection, on plate body first end end face
Lower sunk coak mouth on body the second end end face matches split.
Above-mentioned patent, prefabricated cushion cap template replaces brick fetal membrane, shortens the foundation construction duration, especially tight to the duration, basic
The basis of soil property difference can effectively save labour and raw material, and cost efficiency mutually agrees with overlap joint with adjacent plate body using plate body
Assembling method improves the assembled efficiency of template, reduces construction personnel, accelerate construction speed, saved construction cost.But
It is that the inside of the prefabricated cushion cap template and surrounding do not have bracing means, although opposite tire stock mould intensity is higher, intensity is still not
It is enough, bulging mould phenomenon is still likely to occur during concreting.
Summary of the invention
In view of the deficienciess of the prior art, technical problem to be solved by the utility model is to provide a kind of intensity is big,
Stability is good, and formwork erection consolidation time is short, and peripheral bracing means splicing is simple, and it is convenient to remove, and saves turnover material tool, and raising is applied
The bearing platform prefabrication concrete mould plate structure of working medium amount.
The utility model to achieve the above object the technical solution adopted is that: a kind of bearing platform prefabrication concrete mould plate structure,
Including the sequentially connected concrete plate body of head and the tail and peripheral reinforcing construction, the concrete plate body is rectangular plate-like structure, is mixed
One end of concrete board body is uniformly equipped with several reserved openings vertical along concrete slab body thickness direction, the concrete slab
It is embedded with several reinforcing bars in parallel along its length in vivo, stretches out concrete slab body, overhanging length outside one end of the reinforcing bar
For the thickness of concrete plate body, the other end is embedded in inside concrete slab body, and corresponding with reserved opening, and the periphery adds
Gu construction includes bar steel plate and bolt rod, the both ends of each bar steel plate are equipped with cylinder-shaped sleeve, and bar steel plate is in coagulation
By bolt rod, successively head and the tail bolt is connected at intermediate position outside native plate body.
Further, the aperture of the reserved opening and the diameter of reinforcing bar match, the diameter and cylinder of the bolt rod
The caliber of shape casing matches, and the upper end of the concrete plate body is set there are two round hole for hoist, and the reinforcing bar is screw-thread steel, institute
The connection type of the cylinder-shaped sleeve and bar steel plate of stating bar steel plate both ends is welding.
The beneficial effect of the utility model bearing platform prefabrication concrete mould plate structure is: the inbuilt steel inside concrete slab body
Muscle can be such that the intensity of concrete plate body further strengthens, and one end of reinforcing bar overhanging plate body, the other end out are embedded in inside plate body,
And it is corresponding with reserved opening, the part that reinforcing bar stretches out in one concrete slab body when assembling can easily be inserted into another concrete
In the reserved opening of plate body, at bearing platform prefabrication concrete blinding, the upper end of concrete plate body sets that there are two round for quick grafting
Hole for hoist is easily assembled to bearing platform prefabrication concrete blinding, improves the assembled efficiency of bearing platform prefabrication concrete blinding, reinforces structure
By bolt rod, successively head and the tail bolt connects the bar steel plate made, and keeps reinforcing construction easy to operate, and it is convenient to remove, and largely saves
Turnover material tool, improves construction efficiency, while can also further increase the stabilized soil pavement of bearing platform prefabrication concrete blinding, it is ensured that
It is not in bulging mould phenomenon in concreting process.The utility model intensity is big, and stability is good, effectively concrete is avoided to pour
Occurs drum mould phenomenon during building, bearing platform prefabrication concrete blinding installs conveniently, takes a short time, improve bearing platform prefabrication coagulation
The assembled efficiency of clay model plate, peripheral reinforcing construction is easy to operate, and it is convenient to remove, reusable, saves turnover material tool, accelerates
Construction speed, has saved construction cost.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model concrete plate body;
Fig. 2 is the structural schematic diagram of the utility model periphery reinforcing construction;
Fig. 3 is the top view of the utility model concrete blinding.
Specific embodiment
With reference to the accompanying drawing and specific embodiment is described in further details the utility model;
As shown in Figure 1, 2, 3, a kind of bearing platform prefabrication concrete mould plate structure, including the sequentially connected concrete plate body of head and the tail
1 and peripheral reinforcing construction, the quantity of concrete plate body 1 can be arranged according to actual needs, concrete plate body 1 in the present embodiment
Quantity is four.The concrete plate body 1 is with certain thickness rectangular plate-like structure, and one end of concrete plate body 1 is equal
Even is equipped with several reserved openings 2 vertical with 1 in-plane of concrete plate body, the intermediate position inside concrete plate body 1
It is uniformly embedded with several reinforcing bars 3 along its length, the intensity of concrete plate body 1 can be made to further strengthen, one end of reinforcing bar 3
Outer stretching concrete slab body 1, overhanging length are the thickness of concrete plate body 1, and the other end is embedded in inside concrete plate body 1,
And it is corresponding with reserved opening 2, the reinforcing bar 3 is screw-thread steel, and the decorative pattern on surface increases the frictional force of itself and concrete plate body 1
Greatly, it stronger can be combined together with concrete plate body 1, the aperture of diameter and reserved opening 2 matches, one when assembling
The extension of 1 inside reinforcing bar 3 of block concrete plate body can be easily inserted into the reserved opening 2 of another concrete plate body 1, quickly
Grafting at bearing platform prefabrication concrete blinding, the upper end of the concrete plate body 1 is set there are two round hole for hoist 4, keeps cushion cap pre-
Concrete blinding processed is easily assembled to, and improves the assembled efficiency of bearing platform prefabrication concrete blinding.
The peripheral reinforcing construction includes four pieces of bar steel plates 5 and four bolt rods 6, bar steel plate 5 and bolt rod 6
Quantity should be consistent with 1 quantity of concrete plate body, and the both ends of each bar steel plate 5 are welded with cylinder-shaped sleeve 7, bar steel plate 5
By bolt rod 6, successively head and the tail bolt is connected at intermediate position outside concrete plate body 1, to be formed and bearing platform prefabrication concrete
The rectangular frame that template length and width match, reinforcing construction is easy to operate, and it is convenient to remove, reusable, a large amount of to save
Turnover material tool, improves construction efficiency, while can also further increase the stabilized soil pavement of bearing platform prefabrication concrete blinding, really
Protecting in concreting process is not in bulging mould phenomenon.
For above-described embodiment simply to illustrate that the technical ideas and features of the present invention, its purpose is allows this field
Interior those of ordinary skill can understand the content of the utility model and implement accordingly, can not limit the utility model with this
Protection scope.The equivalent changes or modifications that all essence according to the content of the present invention is made, should all cover in this reality
With in novel protection scope.
Claims (2)
1. a kind of bearing platform prefabrication concrete mould plate structure, it is characterised in that: including the sequentially connected concrete plate body of head and the tail and outside
Reinforcing construction is enclosed, the concrete plate body is rectangular plate-like structure, and one end of concrete plate body is uniformly equipped with several edges
The vertical reserved opening in concrete slab body thickness direction is embedded with several steel in the concrete slab body in parallel along its length
Muscle stretches out concrete slab body outside one end of the reinforcing bar, and overhanging length is the thickness of concrete plate body, and the other end is embedded in mixed
Inside concrete board body, and corresponding with reserved opening, the peripheral reinforcing construction includes bar steel plate and bolt rod, and each
The both ends of shape steel plate are equipped with cylinder-shaped sleeve, and intermediate position of the bar steel plate outside concrete slab body passes through bolt rod successively
The connection of head and the tail bolt.
2. a kind of bearing platform prefabrication concrete mould plate structure according to claim 1, it is characterized in that: the hole of the reserved opening
The diameter of diameter and reinforcing bar matches, and the diameter of the bolt rod and the caliber of cylinder-shaped sleeve match, the concrete plate body
Upper end set there are two round hole for hoist, the reinforcing bar is screw-thread steel, the cylinder-shaped sleeve at the bar steel plate both ends and bar shaped
The connection type of steel plate is welding.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201920174939.8U CN209649032U (en) | 2019-01-31 | 2019-01-31 | A kind of bearing platform prefabrication concrete mould plate structure |
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CN201920174939.8U CN209649032U (en) | 2019-01-31 | 2019-01-31 | A kind of bearing platform prefabrication concrete mould plate structure |
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CN201920174939.8U Expired - Fee Related CN209649032U (en) | 2019-01-31 | 2019-01-31 | A kind of bearing platform prefabrication concrete mould plate structure |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111074924A (en) * | 2019-12-31 | 2020-04-28 | 广西建工集团第五建筑工程有限责任公司 | Supporting template for foundation bearing platform under column and construction method thereof |
CN111852007A (en) * | 2020-07-28 | 2020-10-30 | 中建八局第四建设有限公司 | Lintel-free and slotting-free concrete encapsulation construction process for distribution box |
-
2019
- 2019-01-31 CN CN201920174939.8U patent/CN209649032U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111074924A (en) * | 2019-12-31 | 2020-04-28 | 广西建工集团第五建筑工程有限责任公司 | Supporting template for foundation bearing platform under column and construction method thereof |
CN111852007A (en) * | 2020-07-28 | 2020-10-30 | 中建八局第四建设有限公司 | Lintel-free and slotting-free concrete encapsulation construction process for distribution box |
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Legal Events
Date | Code | Title | Description |
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GR01 | Patent grant | ||
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: 20191119 Termination date: 20210131 |