CN213682618U - Cast-in-place reinforced concrete horizontal warehouse wall - Google Patents
Cast-in-place reinforced concrete horizontal warehouse wall Download PDFInfo
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- CN213682618U CN213682618U CN202022217043.9U CN202022217043U CN213682618U CN 213682618 U CN213682618 U CN 213682618U CN 202022217043 U CN202022217043 U CN 202022217043U CN 213682618 U CN213682618 U CN 213682618U
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Abstract
The utility model discloses a cast-in-place reinforced concrete horizontal warehouse wall, which comprises vertical columns, horizontal ring beams and wall plates, wherein the vertical columns are cast-in-place reinforced concrete, the number of the vertical columns is at least two, and each vertical column is arranged perpendicular to the horizontal plane; the horizontal ring beams are cast-in-place reinforced concrete, the number of the horizontal ring beams is at least two, each horizontal ring beam is perpendicular to the vertical column, and the horizontal ring beams are in cast-in-place connection with the vertical column; the wall plates are cast-in-place reinforced concrete, the wall plates are arranged between the adjacent vertical columns and the horizontal ring beams, and the wall plates are respectively connected with the vertical columns and the horizontal ring beams in a cast-in-place mode. The cast-in-place reinforced concrete and the cast-in-place connection can ensure that the wall has integrity and the stability of the wall is ensured. Compared with the traditional masonry mode, the integral cast-in-place wallboard has the advantages that the mortar joints between the bricks are omitted, the air tightness is better, the construction efficiency is high, the integral cast-in-place wallboard is more energy-saving and environment-friendly, and the integral cast-in-place wallboard has strong practicability in the technical field of wall construction.
Description
Technical Field
The utility model relates to a wall body construction technical field especially relates to a cast in situ reinforced concrete bungalow storehouse wall body.
Background
The granary is a special building for storing grains, is used for storing a large amount of grains, and is divided into a bulk storage bin and a packaging bin according to the grain stacking mode in the granary; according to the shape of the warehouse, the warehouse is divided into a house type warehouse, a silo and a building warehouse. In order to save the grain circulation cost and realize the four-scattered management of scattered storage, scattered transportation, scattered loading and scattered unloading, the prior bungalow scattered loading bin is a main bin type for storing grains in China and has wide application. Along with the increasing importance of the state on the grain safety, the granary needs to realize scientific grain storage and green grain storage, the granary needs to be subjected to moisture-proof treatment, the wall needs to be provided with a heat-insulating layer, and the horizontal warehouse provided with a nitrogen-filled gas regulating system and a circulating fumigation system has higher requirements on air tightness.
At present, the wall body of the bulk horizontal warehouse is mainly built by thick clay bricks or sintered shale solid bricks with the thickness of 370 mm or 490 mm, horizontal connecting beams are arranged in the wall body and are connected with bent frame columns, so that the wall body has integrity and resists the lateral pressure of bulk grains together. However, the wall body is built by using the thick clay bricks and the sintered shale solid bricks, which wastes land, does not benefit environmental protection and is banned by the nation. And part of the horizontal warehouses are built by adopting cement solid bricks, and because the cement solid bricks have higher heat conductivity coefficient, the horizontal warehouses are easy to hang on the wall and dew during grain storage and are not beneficial to grain storage.
When the wall body is built in a building mode, in order to ensure good air tightness of the wall body, a wall needs to be built firstly, a serrated racking post-pouring column is reserved, holes of a scaffold are not allowed to be reserved on the wall body, and holes are not allowed to be dug in the later period; when the wall is built, the mortar joint fullness of the wall body needs to be strictly controlled to reach more than 90 percent. The wall body is built the construction degree of difficulty greatly, and the efficiency of construction is low, and construction quality is subject to constructor's technical merit, and the quality is difficult to control, causes the gas tightness of wall body to obtain not guaranteed, seriously influences the operation of bungalow storehouse later stage.
SUMMERY OF THE UTILITY MODEL
In view of this, the utility model aims at prior art not enough, provide a cast in situ reinforced concrete one-storey house wall body to solve the masonry material forbidden that current one-storey house wall body exists, the construction degree of difficulty is big, the poor problem of gas tightness.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
a cast-in-place reinforced concrete horizontal warehouse wall body, it includes:
the vertical columns are cast-in-place reinforced concrete, the number of the vertical columns is at least two, and each vertical column is arranged perpendicular to the horizontal plane;
the horizontal ring beams are cast-in-place reinforced concrete, the number of the horizontal ring beams is at least two, each horizontal ring beam is perpendicular to the vertical column, and the horizontal ring beams are connected with the vertical column in a cast-in-place mode;
the wall plates are cast-in-place reinforced concrete, the wall plates are arranged between the adjacent vertical columns and the horizontal ring beams, and the wall plates are respectively connected with the vertical columns and the horizontal ring beams in a cast-in-place mode.
Furthermore, the wallboard is of a rectangular structure, and connecting steel bars are reserved on four sides of the wallboard and are used for being respectively connected with the vertical columns and the horizontal ring beam in a cast-in-place mode.
Furthermore, the interval between adjacent vertical columns is 6 meters, the interval between adjacent horizontal ring beams is 1.5 meters-2 meters, and wallboards are connected between the adjacent vertical columns and the adjacent horizontal ring beams in a cast-in-place manner.
Furthermore, the thickness of the wall plate is 200 mm-250 mm, the thickness of the horizontal ring beam is larger than that of the wall plate, grooves are formed among the vertical columns, the horizontal ring beam and the wall plate, heat insulation layers are arranged on the grooves, and the grooves are filled with heat insulation materials to form the heat insulation layers.
Furthermore, a waterproof layer is arranged on the inner side of the wall body and is arranged on the heat insulation layer.
Furthermore, the outer side of the wall body is also provided with a decorative layer, and the decorative layer is arranged on the wall board.
Compared with the prior art, the utility model provides a cast-in-place reinforced concrete bungalow storehouse wall body has following beneficial effect:
1. the utility model provides a cast-in-place reinforced concrete bungalow storehouse wall body, including vertical post, horizontal ring beam and wallboard, vertical post, horizontal ring beam and wallboard are cast-in-place reinforced concrete, and equal cast-in-place connection between vertical post, horizontal ring beam and the wallboard, cast-in-place reinforced concrete and cast-in-place connection structure make the wall body have the wholeness, and anti-seismic performance is strong, has great bearing capacity, can overcome great grain lateral pressure, guarantees the steadiness of wall body.
2. The wallboard is the rectangle structure, reserves respectively on the four sides of wallboard to have connecting reinforcement for cast-in-place with vertical post and horizontal ring beam is connected respectively, pours connecting reinforcement vertical post and horizontal ring beam in, can make wallboard and vertical post and horizontal ring beam firm in connection, increases the wholeness and the fastness of wall body. The wallboard is cast in situ wholly, compares the traditional wall body that adopts thick clay brick or solid brick masonry of sintered shale, has not had the mortar joint between brick and the brick, and the gas tightness is better, and the efficiency of construction is high, and avoids using the material that the country banned, and is more energy-concerving and environment-protective, accords with the policy requirement.
3. The interval between adjacent vertical columns is 6 meters, the interval between adjacent horizontal ring beams is 1.5 meters-2 meters, a wallboard is connected between the adjacent vertical columns and the adjacent horizontal ring beams in a cast-in-place mode, the length of the wallboard is 6 meters, and the width of the wallboard is 1.5 meters-2 meters. The interval is set up and is based on the size of conventional one-storey house, and is obtained after the analysis of a plurality of aspects such as stress analysis, cost calculation, convenient and easy degree of construction, and is the interval of preferred, can reduce cast-in-place process when guaranteeing structural stability, practices thrift manpower resources and improves the efficiency of construction.
4. The wall plate has a thickness of 200-250 mm, and the strength of the reinforced concrete wall plate with a thickness of 200-250 mm is more than that of a clay brick or sintered shale solid brick masonry wall with a thickness of 490 mm, so that the wall body is firm and thin, and the utilization rate of land resources is improved.
Drawings
The present invention will be described in further detail with reference to the accompanying drawings.
FIG. 1 is a schematic elevation view of a cast-in-place reinforced concrete horizontal warehouse wall provided by the present invention;
fig. 2 is a sectional view of the cast-in-place reinforced concrete horizontal warehouse wall shown in fig. 1.
In the figure, 10, a reinforced concrete one-storey house wall is cast in situ; 100. a vertical column; 200. a horizontal ring beam; 300. a wallboard; 400. a heat insulation layer; 500. a waterproof layer; 600. and (7) a decorative layer.
Detailed Description
The present invention will be further described with reference to the following examples. It is to be understood that the embodiments described are only some of the embodiments of the present invention, and not all of them. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.
Referring to fig. 1-2, fig. 1 is a schematic elevation view of a cast-in-place reinforced concrete horizontal warehouse wall 10 according to the present invention; fig. 2 is a sectional view of the cast-in-place reinforced concrete horizontal warehouse wall 10 shown in fig. 1. The utility model provides a cast-in-place reinforced concrete bungalow storehouse wall body 10 includes vertical post 100, horizontal ring beam 200 and wallboard 300.
The vertical columns 100 are cast-in-place reinforced concrete, the number of the vertical columns 100 is at least two, and each vertical column 100 is arranged perpendicular to the horizontal plane to ensure the perpendicularity of the wall 10; the horizontal ring beams 200 are cast-in-place reinforced concrete, the number of the horizontal ring beams 200 is at least two, each horizontal ring beam 200 is perpendicular to the vertical column 100, and the horizontal ring beams 200 are connected with the vertical column 100 in a cast-in-place mode; the wall plate 300 is cast-in-place reinforced concrete, the wall plate 300 is arranged between the adjacent vertical columns 100 and the horizontal ring beam 200, and the wall plate 300 is respectively connected with the vertical columns 100 and the horizontal ring beam 200 in a cast-in-place mode.
The cast-in-place reinforced concrete and cast-in-place connecting structure enables the wall body 10 to have integrity, strong anti-seismic performance and larger bearing capacity, and can overcome larger grain side pressure and ensure the stability of the wall body 10. Wallboard 300 is whole cast-in-place, compares the wall that traditional adoption thick clay brick or solid brick of sintered shale built by laying bricks or stones, has not had the mortar joint between brick and the brick, and the gas tightness is better, and the efficiency of construction is high, and avoids using the material that the country banned, and more energy-concerving and environment-protective accords with the policy requirement.
In some preferred embodiments, the wall panel 300 is a rectangular structure, and the four sides of the wall panel 300 are reserved with connecting steel bars for cast-in-place connection with the vertical columns 100 and the horizontal ring beam 200 respectively after casting, and the connecting steel bars are cast into the vertical columns 100 and the horizontal ring beam 200, so that the wall panel 300, the vertical columns 100 and the horizontal ring beam 200 can be firmly connected, and the integrity and firmness of the wall body 10 are increased.
In some preferred embodiments, the interval between the adjacent vertical columns 100 is 6 m, the interval between the adjacent horizontal ring beams 200 is 1.5 m-2 m, and the wall plate 300 is cast-in-situ connected between the adjacent vertical columns 100 and the adjacent horizontal ring beams 200. The wall panel 300 has a length of 6 meters and a width of 1.5 meters to 2 meters. The interval is set up and is based on the size of conventional one-storey house, and is obtained after the analysis of a plurality of aspects such as stress analysis, cost calculation, convenient and easy degree of construction, and is the interval of preferred, can reduce cast-in-place process when guaranteeing structural stability, practices thrift manpower resources and improves the efficiency of construction.
In some preferred embodiments, the thickness of the wall panel 300 is 200 mm-250 mm, and the strength of the reinforced concrete wall panel 300 with the thickness between 200 mm-250 mm is enough to exceed the strength of a clay brick or a sintered shale solid brick masonry wall with the thickness of 490 mm, so that the wall body 10 is firm and thin, the land resource utilization rate is improved, that is, the floor area is less when a flat cabin with the same volume is manufactured, and the national policy of energy conservation and environmental protection is met.
Since the grain quality is affected by the excessive temperature during the grain storage process, the wall 10 should be provided with the thermal insulation layer 400, in some preferred embodiments, the thickness of the horizontal ring beam 200 is greater than that of the wall panel 300, and there are grooves among the vertical columns 100, the horizontal ring beam 200 and the wall panel 300. Adopt thermal-insulated insulation material to fill recess and form heat preservation insulating layer 400, not only can play the thermal-insulated effect of heat preservation, can also improve the gas tightness of wall body 10, and because temperature insulating layer 400 is filled the recess and is obtained, compare with setting up thermal-insulated insulation material on smooth wall, area of contact is big, and has horizontal ring beam 200 as the support, more be difficult to drop, it is thermal-insulated effectual to keep warm, the later maintenance is with low costs.
In some preferred embodiments, a waterproof layer 500 is further disposed on the inner side of the wall 10, the waterproof layer 500 is disposed on the thermal insulation layer 400, the waterproof layer 500 is a multilayer structure, and a manufacturing method of the waterproof layer 500 is as follows: bottoming by adopting cement lime paste mortar with the thickness of 12 mm and the ratio of 1:0.3: 3; then setting a cement adhesive bonding layer; then arranging a layer of polymer composite waterproof coiled material, wherein the mass of each square meter of the polymer composite waterproof coiled material is 400 g; and finally brushing two layers of exterior wall putty, wherein the thickness of the putty is not less than 3 mm. The waterproof layer 500 can reduce the humidity in the horizontal warehouse, and avoid the grain from being affected with damp and mildewed to cause the waste of the grain. In addition, the address of the horizontal warehouse is selected to be a place with lower underground water level, dry foundation and smooth peripheral drainage.
In some preferred embodiments, the outer side of the wall 10 is further provided with a decoration layer 600, and the decoration layer 600 is disposed on the wall panel 300. The decorative layer 600 is a multi-layer structure, and the manufacturing method of the decorative layer 600 comprises the steps of firstly brushing 801 glue cement paste once, wherein the ratio of 801 glue to water is 1: 4; then, the 12 mm-thick DPM20 is used for priming and brooming; then setting the polymer cement waterproof mortar composite alkali-resistant glass fiber net with the thickness of 8 mm and the polymer cement waterproof mortar with the thickness of 5 mm; and finally brushing the stone-like material twice.
The utility model provides a cast-in-place reinforced concrete bungalow storehouse wall body 10, including vertical post 100, horizontal ring beam 200 and wallboard 300, vertical post 100, horizontal ring beam 200 and wallboard 300 are cast-in-place reinforced concrete and cast-in-place connection each other, can improve wall body 10 wholeness, make wall body 10 sturdy and durable more, wallboard 300 adopts the cast-in-place mode of monoblock to make, compares with traditional mode of building by laying bricks or stones, has not had the mortar joint between brick and the brick, and the gas tightness is better, and the efficiency of construction is high, more energy-concerving and environment-protective.
Thus, it should be appreciated by those skilled in the art that while a number of exemplary embodiments of the invention have been shown and described in detail herein, many other variations and modifications can be made, consistent with the principles of the invention, which are directly determined or derived from the disclosure herein, without departing from the spirit and scope of the invention. Accordingly, the scope of the present invention should be understood and interpreted to cover all such other variations or modifications.
Claims (6)
1. A cast-in-place reinforced concrete horizontal warehouse wall, characterized in that, the wall includes:
the vertical columns are cast-in-place reinforced concrete, the number of the vertical columns is at least two, and each vertical column is arranged vertical to the horizontal plane;
the horizontal ring beams are cast-in-place reinforced concrete, the number of the horizontal ring beams is at least two, each horizontal ring beam is perpendicular to the vertical column, and the horizontal ring beams are in cast-in-place connection with the vertical column;
the wall plates are cast-in-place reinforced concrete, the wall plates are arranged between the adjacent vertical columns and the horizontal ring beams, and the wall plates are respectively in cast-in-place connection with the vertical columns and the horizontal ring beams.
2. A cast-in-place reinforced concrete horizontal warehouse wall according to claim 1, wherein the wall panels are rectangular structures, and connecting steel bars are reserved on four sides of each wall panel and are respectively connected with the vertical columns and the horizontal ring beams in a cast-in-place mode.
3. A cast-in-place reinforced concrete horizontal warehouse wall according to claim 1, characterized in that the interval between adjacent vertical columns is 6 meters, the interval between adjacent horizontal ring beams is 1.5 meters-2 meters, and the wall panels are cast-in-place connected between adjacent vertical columns and adjacent horizontal ring beams.
4. The cast-in-place reinforced concrete horizontal warehouse wall body according to claim 1, wherein the thickness of the wall plate is 200 mm to 250 mm, the thickness of the horizontal ring beam is greater than that of the wall plate, grooves are formed among the vertical columns, the horizontal ring beam and the wall plate, and heat insulation layers are arranged on the grooves and formed by filling the grooves with heat insulation materials.
5. The cast-in-place reinforced concrete horizontal warehouse wall body according to claim 4, characterized in that a waterproof layer is further arranged on the inner side of the wall body, and the waterproof layer is arranged on the heat insulation layer.
6. A cast-in-place reinforced concrete horizontal warehouse wall according to claim 5, characterized in that a decorative layer is further arranged on the outer side of the wall, and the decorative layer is arranged on the wall plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022217043.9U CN213682618U (en) | 2020-09-30 | 2020-09-30 | Cast-in-place reinforced concrete horizontal warehouse wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022217043.9U CN213682618U (en) | 2020-09-30 | 2020-09-30 | Cast-in-place reinforced concrete horizontal warehouse wall |
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| Publication Number | Publication Date |
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| CN213682618U true CN213682618U (en) | 2021-07-13 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202022217043.9U Active CN213682618U (en) | 2020-09-30 | 2020-09-30 | Cast-in-place reinforced concrete horizontal warehouse wall |
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| CN (1) | CN213682618U (en) |
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- 2020-09-30 CN CN202022217043.9U patent/CN213682618U/en active Active
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