Bearing wall high-pressure hollow block brick wall structure

Abstract

The utility model provides a bearing wall high-pressure hollow block brick wall structure. The bearing wall high-pressure hollow block brick wall structure comprises a brick face and concrete longitudinal beams which are installed on a concrete plate, concrete cross beams are arranged between the concrete longitudinal beams, the concrete longitudinal beams and the concrete cross beams are all located in the brick face, the brick face comprises various high-pressure hollow blocks, and the high-pressure hollow blocks are arranged in the brick face. The concrete longitudinal beams and the concrete cross beams penetrate through the corresponding high-pressure hollow building blocks; the high-pressure hollow building block comprises a first building block, a second building block, a third building block, a fourth building block, a fifth building block and a sixth building block. The bearing wall high-pressure hollow block brick wall structure has the advantages of being relatively low in cost, capable of achieving energy conservation and emission reduction and good in heat preservation, sound insulation and bearing.

Description

TECHNICAL FIELD

[0001] The utility model relates to building technology field especially relates to a load bearing wall high pressure hollow block brick wall structure. BACKGROUND

[0002] In recent years, with the acceleration of industrialization and the improvement of urbanization level, the demand for raw materials in the construction industry has caused various environmental pressures and problems. The increasing demand for natural raw materials has led to the production of a large amount of CO2 and various solid wastes from natural raw materials; solid wastes from urban construction, demolition and reconstruction, as well as agricultural waste, have also placed a heavy burden on the environment.

[0003] Traditional solid clay bricks are heavy and cannot meet the requirements of some special building bricks, so many advanced areas have now completely banned the use of red bricks and instead vigorously promote aerated bricks. Compared with traditional clay bricks and ordinary concrete bricks, aerated bricks have the advantages of light weight, heat preservation and insulation, good sound insulation performance, strong anti-seismic ability, good processing performance, good high temperature resistance, strong adaptability, etc. However, the production technology of aerated bricks in China is not mature enough. At the same time, the raw material river sand for ordinary concrete bricks and aerated bricks is restricted, and the rising price of machine-made sand has led to the synchronous rise in the price of ordinary concrete bricks and aerated bricks, which has also caused environmental pollution.

[0004] Recently, research on wheat or corn straw cement-based composites has focused on the analysis of mechanical, physical, thermal and acoustic properties, and has achieved a series of results, providing a theoretical basis for the optimization of the performance of the material. However, there are still obvious deficiencies in the systematic recording of structural construction, which to some extent limits its application in practical engineering. Specifically, current research is still insufficient in terms of defining the geometric shape and size requirements of the block, as well as the wall assembly technology, and lacks systematicness and standardization. These aspects are crucial for the final shaping and practical application of the material and need further in-depth research and exploration.

[0005] The utility model discloses to the above -mentioned problem, propose a kind of load-bearing wall high pressure hollow block brick wall structure.In raw material aspect, with wheat and corn stalk does aggregate, it is recycled to abandon agricultural crop stalk, avoid the excessive dependence on limited resources such as river sand, reduce the pressure to environment, while reducing the CO2 emission due to raw material production, reach the purpose of energy saving and emission reduction, also effectively control cost.In structure aspect, design multiple high pressure hollow blocks, such as first block, second block etc., and detail planning their geometric shape, size and key mounting hole position, such as polystyrene mounting hole, longitudinal beam mounting hole, crossbeam mounting hole etc., so that concrete longitudinal beam and crossbeam can be penetrated corresponding block, form stable reinforced concrete net type load-bearing structure.In wall body assembly technology, it is clear that from the specific steps of installing reinforcing bar to laying block, filling concrete and polystyrene, guarantee the overall performance of wall body and the standardization of construction, overcome the deficiency of existing research in structure aspect, realize the organic combination of load-bearing structure and thermal insulation structure, give consideration to the needs of load-bearing and thermal insulation. Utility model content

[0006] The utility model discloses to the above -mentioned problem, propose a kind of load-bearing wall high pressure hollow block brick wall structure.In raw material aspect, with wheat and corn stalk does aggregate, it is recycled to abandon agricultural crop stalk, avoid the excessive dependence on limited resources such as river sand, reduce the pressure to environment, while reducing the CO2 emission due to raw material production, reach the purpose of energy saving and emission reduction, also effectively control cost.In structure aspect, design multiple high pressure hollow blocks, such as first block, second block etc., and detail planning their geometric shape, size and key mounting hole position, such as polystyrene mounting hole, longitudinal beam mounting hole, crossbeam mounting hole etc., so that concrete longitudinal beam and crossbeam can be penetrated corresponding block, form stable reinforced concrete net type load-bearing structure.In wall body assembly technology, it is clear that from the specific steps of installing reinforcing bar to laying block, filling concrete and polystyrene, guarantee the overall performance of wall body and the standardization of construction, overcome the deficiency of existing research in structure aspect, realize the organic combination of load-bearing structure and thermal insulation structure, give consideration to the needs of load-bearing and thermal insulation.

[0007] To solve the above technical problem, the load-bearing wall high pressure hollow block brick wall structure provided by the utility model includes: a brick face and a concrete longitudinal beam installed on a concrete slab, a concrete crossbeam is arranged between the concrete longitudinal beams, the concrete longitudinal beam and the concrete crossbeam are located in the brick face, the brick face includes multiple high pressure hollow blocks, and the concrete longitudinal beam and the concrete crossbeam penetrate through the corresponding high pressure hollow blocks.

[0008] Preferably, the high pressure hollow block includes a first block, a second block, a third block, a fourth block, a fifth block and a sixth block.

[0009] Preferably, the top of the first block, the top of the second block and the top of the third block are each provided with a polystyrene mounting hole, and the top of the second block and the top of the third block are each provided with a first longitudinal beam mounting hole.

[0010] Preferably, the first longitudinal beam mounting hole on the second block is located at one side of the top of the second block, and the first longitudinal beam mounting hole on the third block is located at the middle of the top of the third block.

[0011] Preferably, the fourth block, the fifth block and the sixth block are provided with beam mounting holes, the top and both sides of the beam mounting holes on the fifth block and the sixth block are provided with openings, the top and one side of the beam mounting hole on the fourth block are provided with openings, and the bottom of the beam mounting holes on the fifth block and the sixth block are provided with second longitudinal beam mounting holes.

[0012] Compared with the related art, the load-bearing wall high-pressure hollow block brick wall structure has the following beneficial effects:

[0013] The load-bearing wall high-pressure hollow block brick wall structure is used in wall building, so that the load-bearing structure and the heat preservation structure are completed at one time, the steel reinforced concrete net structure of the load-bearing part has better axial, longitudinal and lateral load bearing performance and overall performance than the existing wall structure, has a lower heat transfer coefficient, and combines the heat preservation structure and the load-bearing structure into one, so that the service life of the load-bearing structure and the heat preservation structure is equal, and the needs of load bearing and heat preservation are met. BRIEF DESCRIPTION OF DRAWINGS

[0014] Figure 1 The structure diagram of a preferred embodiment of the load-bearing wall high-pressure hollow block brick wall structure is shown in the figure.

[0015] Figure 2 The structure diagram of the first block is shown in the figure. Figure 1 The structure diagram of the first block is shown in the figure.

[0016] Figure 3 The structure diagram of the second block is shown in the figure. Figure 1 The structure diagram of the second block is shown in the figure.

[0017] Figure 4 The structure diagram of the third block is shown in the figure. Figure 1 The structure diagram of the third block is shown in the figure.

[0018] Figure 5 The structure diagram of the fourth block is shown in the figure. Figure 1 The structure diagram of the fourth block is shown in the figure.

[0019] Figure 6 The structure diagram of the fifth block is shown in the figure. Figure 1 The structure diagram of the fifth block is shown in the figure.

[0020] Figure 7 The structure diagram of the sixth block is shown in the figure. Figure 1 The structure diagram of the sixth block is shown in the figure.

[0021] The figure marks: 1, brick surface, 11, first block, 12, second block, 13, third block, 14, fourth block, 15, fifth block, 16, sixth block, 2, concrete longitudinal beam, 3, concrete cross beam. DETAILED DESCRIPTION

[0022] The utility model will be further explained below in combination with the drawings and embodiments.

[0023] Please refer to Figure 1 , Figure 2 , Figure 3 , Figure 4 , Figure 5 , Figure 6 And Figure 7 Among them, Figure 1 It is a preferred embodiment structure schematic view of the load-bearing wall high-pressure hollow block brick wall structure provided by the utility model; Figure 2 It is the structure schematic view of the first block shown in Figure 1 ; Figure 3 It is the structure schematic view of the second block shown in Figure 1 ; Figure 4 It is the structure schematic view of the third block shown in Figure 1 ; Figure 5 It is the structure schematic view of the fourth block shown in Figure 1 ; Figure 6 It is the structure schematic view of the fifth block shown in Figure 1 ; Figure 7 It is the structure schematic view of the sixth block shown in Figure 1 . The load-bearing wall high-pressure hollow block brick wall structure comprises: a brick surface 1 and a concrete longitudinal beam 2 installed on a concrete slab, a concrete cross beam 3 is arranged between the concrete longitudinal beams 2, the concrete longitudinal beams 2 and the concrete cross beam 3 are located in the brick surface 1, the brick surface 1 comprises a plurality of high-pressure hollow blocks, and the concrete longitudinal beams 2 and the concrete cross beam 3 penetrate through the corresponding high-pressure hollow blocks.

[0024] The high-pressure hollow block comprises a first block 11, a second block 12, a third block 13, a fourth block 14, a fifth block 15 and a sixth block 16.

[0025] The top of the first block 11, the top of the second block 12 and the top of the third block 13 are all provided with polystyrene mounting holes, and the top of the second block 12 and the top of the third block 13 are both provided with first longitudinal beam mounting holes.

[0026] The first longitudinal beam mounting hole on the second block 12 is located at one side of the top of the second block 12, and the first longitudinal beam mounting hole on the third block 13 is located in the middle of the top of the third block 13.

[0027] The fourth block 14, the fifth block 15 and the sixth block 16 are provided with beam mounting holes, the top and two sides of the beam mounting holes on the fifth block 15 and the sixth block 16 are provided with openings, the top and one side of the beam mounting hole on the fourth block 14 are provided with openings, and the bottom of the beam mounting holes on the fifth block 15 and the sixth block 16 are provided with second longitudinal beam mounting holes.

[0028] In use, first, the reinforcing steel of the concrete longitudinal beam 2 is installed, then the reinforcing steel of the concrete beam 3 is installed between the reinforcing steel of the two concrete longitudinal beams 2, then the second block 12 is installed on the reinforcing steel of the concrete longitudinal beam 2 at the wall corner or the intersection of the wall, the third block 13 is installed on the reinforcing steel of the concrete longitudinal beam 2 at other places, and then the other parts are installed according to the drawing to cut and install the first block 11, wherein the blocks are connected by using cement mortar.

[0029] When being laid to the concrete beam 3, the fourth block 14, the fifth block 15 and the sixth block 16 are used for laying, wherein the fifth block 15 and the sixth block 16 are used for laying at the connection between the end surface of the concrete beam 3 and the concrete longitudinal beam 2, and the fourth block 14 is used for laying at the remaining parts, after the laying is completed, the beam mounting hole is filled with concrete, and then the next layer is laid until the load-bearing wall is completed.

[0030] And in the above process, the polystyrene mounting hole on the first block 11, the second block 12 and the third block 13 is filled with ethylene every time a layer is laid.

[0031] Compared with the related art, the load-bearing wall high-pressure hollow block brick wall structure has the following beneficial effects:

[0032] The load-bearing wall high-pressure hollow block brick wall structure uses the obtained wheat and corn straw fiber cement-based high-pressure hollow block brick in wall building, so that the load-bearing structure and the heat preservation structure are completed at one time, the steel reinforced concrete net structure of the load-bearing part has better performance in bearing axial load, longitudinal load and transverse load and overall performance than the existing wall structure, has a lower heat transfer coefficient, and makes the heat preservation structure and the load-bearing structure organically combined into one, so that the service life of the load-bearing structure and the heat preservation structure is equal, and the needs of load bearing and heat preservation are met. In addition, the wheat and corn straw are used as aggregate, the abandoned crops (wheat and corn) straw is recycled, and the purposes of energy saving and emission reduction and cost saving are achieved.

[0033] The above is only an embodiment of the utility model, and does not limit the patent range of the utility model, and any equivalent structure or equivalent process conversion obtained by using the utility model specification and drawing contents, or direct or indirect application in other related technical fields, is also included in the patent protection range of the utility model.

Claims

1. A load-bearing wall high-pressure hollow block brick wall structure, characterized in that, The application relates to a brick surface and concrete longitudinal beams installed on a concrete slab, wherein concrete transverse beams are arranged between the concrete longitudinal beams, the concrete longitudinal beams and the concrete transverse beams are located in the brick surface, the brick surface comprises a plurality of high-pressure hollow blocks, and the concrete longitudinal beams and the concrete transverse beams penetrate through the corresponding high-pressure hollow blocks. The high-pressure hollow blocks comprise a first block, a second block, a third block, a fourth block, a fifth block and a sixth block.

2. The load bearing wall high pressure hollow block brick wall structure according to claim 1, wherein, The top of the first block, the top of the second block and the top of the third block are provided with polystyrene installation holes, and the top of the second block and the top of the third block are provided with first longitudinal beam installation holes.

3. The load bearing wall high pressure hollow block brick wall structure according to claim 2, wherein, The first longitudinal beam installation hole on the second block is located on one side of the top of the second block; the first longitudinal beam installation hole on the third block is located in the middle of the top of the third block.

4. The load bearing wall high pressure hollow block brick wall structure according to claim 3, wherein, The fourth block, the fifth block and the sixth block are provided with transverse beam installation holes, the top and two sides of the transverse beam installation holes on the fifth block and the sixth block are open, the top and one side of the transverse beam installation hole on the fourth block are open, and the bottom of the transverse beam installation holes on the fifth block and the sixth block is provided with second longitudinal beam installation holes.

5. The load bearing wall high pressure hollow block brick wall structure according to claim 2, wherein, ​

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