CN104234305A - Reinforced concrete prefabricated part plate with reserved holes in vertical and transverse directions - Google Patents
Reinforced concrete prefabricated part plate with reserved holes in vertical and transverse directions Download PDFInfo
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- CN104234305A CN104234305A CN201310246089.5A CN201310246089A CN104234305A CN 104234305 A CN104234305 A CN 104234305A CN 201310246089 A CN201310246089 A CN 201310246089A CN 104234305 A CN104234305 A CN 104234305A
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Abstract
The invention discloses a reinforced concrete prefabricated part plate with reserved holes in vertical and transverse directions. The reinforced concrete prefabricated part plate comprises a reinforced concrete bottom plate (1), a panel (2) and vertical ribs (3), wherein vertical holes (4) are reserved between the vertical ribs (3); transverse holes (5) are reserved in the vertical ribs (3) and the shapes of the vertical ribs (3) are determined by the shapes of the vertical reserved holes (4); the reserved holes in the vertical and transverse directions are convenient for a pipeline to penetrate through; and meanwhile, a new public-known material is convenient to pour or fill so that a new composite wall board is formed. By adopting the large-size reinforced concrete prefabricated part plate, the hoisting efficiency can be improved, the quantity of splicing lines during construction is reduced and the processing time and cost are saved; the construction and installation are convenient so that the industrialization degrees of buildings are improved; and meanwhile, the defect that a groove needs to be formed in a strip plate when a transverse pipeline is arranged can be avoided.
Description
Technical field
The present invention relates to the realm of building construction, specifically refer to a kind of reinforced concrete prefabricated structural board that is vertical and laterally equal reserving hole.
Background technology
Along with prefabricated concrete structure starts to carry out in China, various innovative panellised wall is widely used in prefabricated concrete structure, and wherein using in internal partition wall is precast hollow slab or precast hollow batten the most widely.Adopt tongue and groove to be connected about hollow lath, then adopt glass fiber reticular cloth polymer mortar to wipe one's face.But easily ftracture in ubiquity stitching portion in this precast hollow batten interior wall, and batten width is less than normal, and industrialization of construction industry degree is not high, when particularly arranging lateral line, often at the transversal slotting of batten, damage to be had to wall plate structure.
Summary of the invention
The present invention is directed to precast hollow slab width narrower, the shortcoming such as transversal slotting at batten is needed when arranging lateral line, by wide for precast hollow slab plate increasing, while the vertical hollow hole of reservation, increase horizontal reserving hole, define a kind of reinforced concrete prefabricated structural board that is vertical and laterally equal reserving hole.Vertical hollow hole is through, and its hole forming method can adopt the known technologies such as traditional drawing method to carry out pore-forming.The hole forming method of horizontal reserving hole can adopt the pre-buried block rubber identical with horizontal reserving hole size and shape in the vertical rib of steel concrete, by mechanical means, pre-buried block rubber is taken out after the concrete of reinforced concrete prefabricated structural board reaches demoulding strength, thus form horizontal preformed hole in the vertical rib of steel concrete.The reinforced concrete prefabricated structural board of this bulk can improve lifting efficiency, reduce time and the cost of splicing seams quantity saving process when constructing, construction and installation are convenient, and industrialization of construction industry degree is improved, and need the disadvantage of slotting on batten when can also avoid arranging lateral line simultaneously.
For achieving the above object, the present invention specifically takes following technical proposals.
A kind of reinforced concrete prefabricated structural board that is vertical and laterally equal reserving hole, comprise reinforced concrete floor (1), panel (2), vertical rib (3), it is characterized in that, reserved vertical hole (4) between described vertical rib (3), the upper reserved horizontal hole (5) of vertical rib (3).
Feature of the present invention is also that described vertical reserving hole (4) is rectangle, circle, square, oval, triangle, polygon or arc.
Feature of the present invention is also that the shape of described vertical rib (3) is determined by the shape of vertical reserving hole (4).
Feature of the present invention is also that described vertical reserving hole (4) is for N number of (N >=1, and be positive integer), and corresponding vertical rib is that (N+1) is individual.
Feature of the present invention is also that the horizontal reserving hole (5) on the vertical rib of described every root (3) is several.
Feature of the present invention is also that the described edge of vertical rib (3) and the distance of precast member board side are more than or equal to zero.
Accompanying drawing explanation
In order to be illustrated more clearly in the technical scheme in the embodiment of the present invention, below the accompanying drawing used required in describing embodiment is briefly described, apparently, accompanying drawing in the following describes is only some embodiments of the present invention, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Fig. 1 is the positive facade structural representation of the present invention.
Fig. 2 is the top view of Fig. 1.
Fig. 3 is the left view of Fig. 1.
Fig. 4 is the stereogram of Fig. 1.
Fig. 5 is the schematic diagram of embodiment one.
Respectively mark explanation in accompanying drawing: 1 is reinforced concrete floor, and 2 is panel, and 3 is vertical rib, and 4 is vertical reserving hole, and 5 is the horizontal reserving hole on vertical rib, and 6 is cross-perforating reinforcing bar, 7 is reinforcing bar of vertically boring a hole, and 8 is pouring material.
Detailed description of the invention
Embodiment one: the present invention can replace the internal partition wall of precast hollow batten as building, its mounting method with can be similar with batten, hardware-joint is adopted to be connected with constructure body structure, also by arranging that reinforcing bar is connected with constructure body structure in vertical or horizontal reserving hole, then the reserving hole self-compacting concrete perfusion arranging reinforcing bar is filled, thus reach the object be reliably connected with constructure body structure.The reserved pipeline such as water power can transversely or vertical reserving hole arrange.
Embodiment two: the present invention can level shelve, two ends are shelved on beam or wall, use as floor, be connected by the beam or wall of arranging reinforcing bar and constructure body structure in vertical or horizontal reserving hole, then filling is built to the reserving hole self-compacting concrete arranging reinforcing bar, thus reach the object be reliably connected with constructure body structure.The reserved pipeline such as water power can transversely or vertical reserving hole arrange.
Embodiment three: the present invention can use as the load-carrying members body of wall of multilayer or highrise building, be connected by the post or wall of arranging reinforcing bar and constructure body structure in vertical or horizontal reserving hole, then the reserving hole self-compacting concrete perfusion arranging reinforcing bar is filled, thus reach the object be reliably connected with constructure body structure.
Embodiment four: the present invention can as the panel of the shear wall of highrise building, be connected by other posts or wall of all arranging reinforcing cage or reinforcing bar and constructure body structure in each vertical and horizontal reserving hole, then all reserving holes arranging reinforcing bar are all filled with self-compacting concrete perfusion, combined wall is formed after the concrete poured into reaches intensity, thus vertical and horizontal force can be born, the shear wall as highrise building uses.
Embodiment five: the present invention as a kind of two-layer panel of combined wall board, by pouring into granular polystyrene concrete in the reserving hole that each is vertical and horizontal, thus can form the innovative panellised wall of totally three layers of compound composition.
Embodiment six: the present invention as a kind of two-layer panel of combined wall board, by filling a kind of known material in the reserving hole that each is vertical and horizontal, thus can form the innovative panellised wall of totally three layers of compound composition.
Claims (6)
1. a reinforced concrete prefabricated structural board that is vertical and laterally equal reserving hole, comprise reinforced concrete floor (1), panel (2), vertical rib (3), it is characterized in that, reserved vertical hole (4) between described vertical rib (3), the upper reserved horizontal hole (5) of vertical rib (3).
2. the reinforced concrete prefabricated structural board of a kind of vertical according to claims 1 and laterally equal reserving holes, is characterized in that: described vertical reserving hole (4) is rectangle, circle, square, oval, triangle, polygon or arc.
3. the reinforced concrete prefabricated structural board that is a kind of vertical and laterally equal reserving hole according to claims 2, is characterized in that: the shape of described vertical rib (3) is determined by the shape of vertical reserving hole (4).
4. the reinforced concrete prefabricated structural board that is a kind of vertical and laterally equal reserving hole according to claims 3, it is characterized in that: described vertical reserving hole (4) is N number of (N >=1, and be positive integer), corresponding vertical rib is that (N+1) is individual.
5. the reinforced concrete prefabricated structural board that is a kind of vertical and laterally equal reserving hole according to claims 4, is characterized in that: the horizontal reserving hole (5) on the vertical rib of described every root (3) is several.
6. the reinforced concrete prefabricated structural board that is vertical and laterally equal reserving hole according to claims 4, is characterized in that: the described edge of vertical rib (3) and the distance of precast member board side are more than or equal to zero.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310246089.5A CN104234305A (en) | 2013-06-20 | 2013-06-20 | Reinforced concrete prefabricated part plate with reserved holes in vertical and transverse directions |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310246089.5A CN104234305A (en) | 2013-06-20 | 2013-06-20 | Reinforced concrete prefabricated part plate with reserved holes in vertical and transverse directions |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104234305A true CN104234305A (en) | 2014-12-24 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310246089.5A Pending CN104234305A (en) | 2013-06-20 | 2013-06-20 | Reinforced concrete prefabricated part plate with reserved holes in vertical and transverse directions |
Country Status (1)
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| CN (1) | CN104234305A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759844A (en) * | 2016-12-29 | 2017-05-31 | 淮阴工学院 | It is provided with the construction method of the assembling type buildings of dark beam |
| CN107740511A (en) * | 2017-11-22 | 2018-02-27 | 深圳市亚泰国际建设股份有限公司 | A kind of module wall, module wall column and module wall system |
| CN110304940A (en) * | 2019-07-29 | 2019-10-08 | 叶活耀 | A method of using coal ash for manufacturing for lightweight wall plate |
| CN110317079A (en) * | 2019-07-29 | 2019-10-11 | 叶活耀 | A method of lightweight wall plate is prepared using sludge |
| CN110357581A (en) * | 2019-07-29 | 2019-10-22 | 叶活耀 | A method of lightweight wall plate is prepared using ceramic solid waste |
| CN110423098A (en) * | 2019-07-29 | 2019-11-08 | 叶活耀 | A method of lightweight wall plate is prepared using aluminium mine tailings |
-
2013
- 2013-06-20 CN CN201310246089.5A patent/CN104234305A/en active Pending
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759844A (en) * | 2016-12-29 | 2017-05-31 | 淮阴工学院 | It is provided with the construction method of the assembling type buildings of dark beam |
| CN106759844B (en) * | 2016-12-29 | 2019-09-24 | 淮阴工学院 | The construction method of assembling type buildings equipped with concealed beam |
| CN107740511A (en) * | 2017-11-22 | 2018-02-27 | 深圳市亚泰国际建设股份有限公司 | A kind of module wall, module wall column and module wall system |
| CN107740511B (en) * | 2017-11-22 | 2023-09-26 | 深圳市郑中设计股份有限公司 | Module wall system |
| CN110304940A (en) * | 2019-07-29 | 2019-10-08 | 叶活耀 | A method of using coal ash for manufacturing for lightweight wall plate |
| CN110317079A (en) * | 2019-07-29 | 2019-10-11 | 叶活耀 | A method of lightweight wall plate is prepared using sludge |
| CN110357581A (en) * | 2019-07-29 | 2019-10-22 | 叶活耀 | A method of lightweight wall plate is prepared using ceramic solid waste |
| CN110423098A (en) * | 2019-07-29 | 2019-11-08 | 叶活耀 | A method of lightweight wall plate is prepared using aluminium mine tailings |
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| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20141224 |