CN210086629U - Vertical hole grouting type light concrete inner partition wall filling building block - Google Patents

Vertical hole grouting type light concrete inner partition wall filling building block Download PDF

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Publication number
CN210086629U
CN210086629U CN201920717866.2U CN201920717866U CN210086629U CN 210086629 U CN210086629 U CN 210086629U CN 201920717866 U CN201920717866 U CN 201920717866U CN 210086629 U CN210086629 U CN 210086629U
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inner partition
building block
groove
filling
partition wall
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晏绘华
宫莉
郭胜平
张莉
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Abstract

The utility model relates to a vertical hole grouting type lightweight concrete inner partition filling block, the inner partition filling block be by the horizontal integrated into one piece constitution of one or more unit building blocks, each unit building block includes a plurality of link beams that integrative the arranging between curb plate and the curb plate, curb plate and link beam be the concrete, one side of each link beam sets up tip grout groove, the other side and adjacent link beam between constitute the grout hole that vertically link up inner partition filling block, the top surface of inner partition filling block sets up the top recess; one end of each of the two ends of the inner partition wall filling building block is provided with a bayonet, the other end of the inner partition wall filling building block is provided with a fitting, and the bayonet and the fitting form a tongue-and-groove type connecting structure.

Description

Vertical hole grouting type light concrete inner partition wall filling building block
Technical Field
The utility model belongs to the technical field of the building block field, in particular to partition wall building block production in building, concretely relates to partition wall filling block in perpendicular hole grout formula light concrete.
Background
At present, the inner partition wall filling building blocks are the key fields of multiple quality accidents of construction engineering, and have insufficient cracking, leakage, falling, durability and the like, and the quality and safety complaints about the inner partition wall are high. The following are the main types and the defects of the current inner partition wall filling building block:
1) traditional building blocks. The traditional building blocks mainly comprise small concrete building blocks and small concrete hollow building blocks, namely traditional bricks for the inner partition wall, and when the building blocks are built, the building blocks are thin, the bonding capacity of building mortar is low, the construction difficulty is high, the adverse effect of on-site wet operation on the environment is large, and materials are wasted. After the masonry is finished, the surface of the masonry is usually uneven, mortar needs to be painted on two sides, materials and labor are consumed, the construction period is long, and the quality is difficult to guarantee.
2) And (5) autoclaved blocks. The autoclaved building blocks are low in strength and high in water absorption rate, water in the mortar is quickly absorbed by the building blocks when the mortar is painted, so that the painted mortar is not fully hydrated and limited in strength, and even if the autoclaved building blocks are reinforced by the steel wire mesh, large-area cracking, hollowing, layering and even falling can still occur.
3) A light-weight lath. The production of the light batten is mostly carried out by adopting a production process taking foamed cement as a main part, but the production process has the defects of large batten size, high construction difficulty, inconvenient transportation and installation, high water absorption of the foamed cement, difficult formation of effective firm bonding between plastering mortar and the batten, potential quality hazards of cracking, hollowing, layering and even falling, and great investment on labor, materials, construction period and the like.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a erect interior partition filled block of hole grout formula light concrete, the wall body is of high quality and matter light, and intensity is high, and the construction is simple, convenient, and the wall body wholeness of formation is good. The water retention is good, the bonding capability of the bonding mortar can be fully ensured, and the anti-seismic performance is excellent. The masonry is simple and efficient. The labor and the materials are saved, the construction period is shortened, the cost is lower, and the universality is good.
In order to realize the above purpose, the utility model discloses a technical scheme be: a vertical hole grouting type light concrete inner partition filling block is formed by transversely and integrally forming one or more unit blocks, each unit block comprises a side plate and a plurality of connecting beams integrally arranged between the side plates, the side plates and the connecting beams are made of concrete, one side of each connecting beam is provided with an end grouting groove, a grouting hole longitudinally penetrating through the inner partition filling block is formed between the other side of each connecting beam and the adjacent connecting beam, and the top surface of the inner partition filling block is provided with a top groove;
one end of each of the two ends of the inner partition wall filling building block is provided with a bayonet, the other end of the inner partition wall filling building block is provided with a fitting, and the bayonet and the fitting form a tongue-and-groove type connecting structure.
Furthermore, the tongue-and-groove type connecting structure is arranged on the side plate.
Furthermore, the end grouting groove is an expanding groove with a small bottom opening.
Still further, the top groove is an expanding groove with a small bottom opening.
Still further, the concrete is lightweight concrete, and the lightweight concrete comprises foamed concrete and ceramsite concrete.
Still further, the cross section of the grouting hole is in a shape of a hexagon, a circle, an ellipse or a rectangle which are symmetrical left and right.
Still further, the side plate: a thickness greater than or equal to 2.5 centimeters;
the connecting beam: a thickness greater than or equal to 2.5 centimeters;
the end grouting groove: the depth is 2 cm;
the grouting holes formed by the side of the grouting groove at the end part of the connecting beam and the grouting groove at the end part of the adjacent connecting beam are as follows: the width is 4 cm;
the top groove: the depth is 1 cm.
Furthermore, the inner partition wall filling building block is used for filling walls in residential buildings and public buildings, and the thickness of the inner partition wall filling building block is 100 mm and 120 mm respectively; the inner partition wall filling building block is used for a partition wall of a household, and the thickness of the inner partition wall filling building block is 150 mm.
The technical effects of the utility model reside in that: 1) the building block has good quality. The side plates and the connecting beam are formed by one-time pressing, and the building block has good integrity and high strength.
2) The masonry is simple. The building blocks are provided with the tongue-and-groove type connecting structures at the end parts of the side plates, so that convenience is provided for accurate positioning during building of the building blocks, and the building quality is ensured while the building difficulty is greatly reduced.
3) The wall body formed by the building blocks has good integrity. Through the tip grout recess that reserves bonding, top recess and the filling hole of vertical arrangement between the building block, the bonding mortar is in tip grout recess, top recess and filling hole, bonds each other when the building block, and the bonding mortar is in airtight space, and water retentivity is good like this, and the bonding capability of bonding mortar can obtain fully guaranteeing, and the structural integrity of wall body is good.
4) The earthquake-resistant performance is excellent. Firstly, the tie bar of brickwork is placed in reserving the top recess on building block upper portion, and the ascending protruding position of curb plate on building block two sides forms powerful boundary constraint to the tie bar, has increased substantially the anti-seismic performance of wall body. And secondly, a vertically through mortar connecting column is formed in the masonry between the upper layer and the lower layer of the building block forming the wall body through the pouring mortar in the vertical grouting holes, and the overall performance and the anti-seismic performance of the masonry are further improved.
5) The masonry process is simple and efficient. The masonry is seamless, the masonry process of the traditional building blocks is changed, the traditional masonry is changed into stacking type construction, the construction difficulty is reduced, and the construction speed is improved.
6) Time, material and labor are saved. The building difficulty of the building blocks is reduced, the construction speed is high, the wall body does not need to be painted, the building height of the building blocks at one time is not limited by the height, and the building blocks can be continuously stacked and overlapped. In the aspects of operation time, materials and labor, the building block can save several times compared with the traditional building block.
7) The utility model discloses a wall filled block in perpendicular hole grout formula light concrete is because raw materials such as tip grout recess, top recess, grout hole use fewly, so the cost is also lower, and the performance is excellent, and the universality is good.
Drawings
FIG. 1 is a top view of the inner partition wall filling block arranged in the middle of the wall body;
FIG. 2 is a side view of the inner partition wall filling block arranged in the middle of the wall body;
FIG. 3 is a top view of the semi-standard block of the present invention;
FIG. 4 is a top view of the left end block of the present invention;
fig. 5 is a top view of the right end block of the present invention.
Detailed Description
The utility model discloses a structure of erecting hole grout formula lightweight concrete interior partition filled block comprises the horizontal integrated into one piece of a plurality of unit building blocks, every unit building block includes even roof beam 2 of arranging between curb plate 1 and the curb plate 1, curb plate 1 with even roof beam 2 is lightweight concrete, the outside of even roof beam 2 sets up tip grout recess 4, even constitute the grout hole 3 that vertically link up interior partition filled block between inboard and the adjacent even roof beam 2 of roof beam 2, the top surface of interior partition filled block sets up top recess 7.
The end grouting groove 4 is an expanding groove with a small bottom.
The top groove 7 is an expanding groove with a small bottom.
The utility model discloses the actual production is with curb plate 1, even roof beam 2 through mechanical die one-time compression molding in the mill the inside, and the wall body is of high quality, and intensity is high, construction convenience, reduction of erection time, use manpower sparingly, save material, the construction degree of difficulty is low, and the grout makes perps and transversal joint that the wall appears when leading to the grout because the ring building block to the plane because the holding effect of tip grout recess 4 and top recess 7 can not appear traditional building block, adopts promptly the utility model discloses the structure does not have perps and transversal joint, and the wall is level and smooth, and because the building block material is the concrete, and the preferred lightweight concrete that is, so the building block need not whitewash, can directly scrape putty, does coating. And the connection mode of grouting the vertical holes of the grouting holes 3 is not limited by the once building height during construction, and the vertical holes are grouted to form an uninterrupted connecting column, so that the overall performance and the seismic performance of the wall are greatly enhanced.
Specifically, the method comprises the following steps: the utility model discloses a vertical hole grouting type lightweight concrete internal partition wall filling building block reserves grout hole 3, grout recess 4 through its tip and middle part, has realized horizontal and vertical firm connection between the internal partition wall filling building block, and after the brickwork connection was accomplished, the wall leveled and seamless. Specifically, the top groove 7 is formed in the upper portion of the inner partition wall filling building block, the top groove 7 is used for grouting, and an embedding position is reserved for the tie bars, so that the performance of the building block in the aspect of earthquake resistance is further improved. The inner partition wall filling building block is characterized in that one end of each of two ends of the inner partition wall filling building block is provided with a bayonet, the other end of the inner partition wall filling building block is provided with a fitting, the bayonet and the fitting form a tongue-and-groove type connecting structure 6, further, the tongue-and-groove type connecting structure is arranged on the side plate 1, through the tongue-and-groove type design, the building block is accurately positioned during building, the construction difficulty is reduced, and the flatness of a wall surface can be accurately within 1 mm. The building blocks are made of light concrete, so that the wall surface is smooth and seamless, the building blocks do not need to be painted, putty can be directly applied, paint can be directly applied, the material properties are kept consistent, cracking, hollowing and falling are avoided, and the time, the labor and the materials are saved.
The technical scheme is used for filling walls in residential buildings and public buildings, the thickness of the building blocks is 100 mm and 120 mm, when the building blocks are applied to a household partition wall, the building blocks with the thickness of 150 mm can be selected, cavities (grouting holes 3) in the building blocks are filled with concrete, the fireproof requirement is met, and meanwhile, due to the adoption of the vertical grouting structure, the anti-theft effect is difficult to achieve by the existing building blocks.
The utility model discloses interior partition wall filled block's specific parameter:
side plate 1: the thickness is more than or equal to 2.5 cm.
The connecting beam 2: the thickness is more than or equal to 2.5 cm.
End grouting groove 4: and a depth of 2 cm.
Grouting holes 3 formed by the side of the end grouting groove 4 of the connecting beam 2 and the end grouting groove 4 of the adjacent connecting beam 2: the width is 4 cm.
Top groove 7: the depth is 1 cm.
The beneficial effects of the utility model are obvious, mainly show in following several aspects:
1) the building block has good quality. The side plates 1 and the connecting beam 2 are formed by one-time pressing, and the building block has good integrity and high strength.
2) The masonry is simple. The end parts of the side plates 1 of the building blocks are provided with the tongue-and-groove type connecting structures 6, so that convenience is provided for accurate positioning during building of the building blocks, and the building quality is guaranteed while the building difficulty is greatly reduced.
3) The wall body formed by the building blocks has good integrity. Through the tip grout recess 4, the top recess 7 and the pouring hole 3 of vertical arrangement of reserving the bonding between the building block, the bonding mortar is in tip grout recess 4, top recess 7 and pouring hole 3, bonds each other when the building block, and the bonding mortar is in airtight space, and water-retaining property is good like this, and the bonding ability of bonding mortar can obtain fully guaranteeing, and the structural integrity of wall body is good.
4) The earthquake-resistant performance is excellent. Firstly, the tie bar of brickwork is placed in reserving top recess 7 on building block upper portion, and 1 ascending outstanding positions of curb plate on building block two sides form powerful boundary constraint to the tie bar, have increased substantially the anti-seismic performance of wall body. And secondly, a vertically through mortar connecting column is formed in the masonry between the upper layer and the lower layer of the building block forming the wall through the grouting mortar in the vertical grouting hole 3, and the overall performance and the seismic performance of the masonry are further improved.
5) The masonry process is simple and efficient. The masonry is seamless, the masonry process of the traditional building blocks is changed, the traditional masonry is changed into stacking type construction, the construction difficulty is reduced, and the construction speed is improved.
6) Time, material and labor are saved. The building difficulty of the building blocks is reduced, the construction speed is high, the wall body does not need to be painted, the building height of the building blocks at one time is not limited by the height, and the building blocks can be continuously stacked and overlapped. In the aspects of operation time, materials and labor, the building block can save several times compared with the traditional building block.
7) The utility model discloses a wall filler block in perpendicular hole grout formula light concrete is because raw materials such as tip grout recess 4, top recess 7, grout hole 3 use fewly, so the cost is also lower, the performance is excellent, and the universality is good.
According to the difference of using the position, produce the utility model discloses the main specification of building block has three kinds of types: three thicknesses of 100 mm, 120 mm and 150 mm, respectively. 100 mm is mainly used for filling walls in residential buildings, 120 mm is mainly used for filling walls in public buildings, and 150 mm is mainly used for dividing walls. Meanwhile, according to different construction positions, combined with construction site time, semi-standard building blocks (namely one unit building block which is small in width and suitable for small allowance supplement of wall masonry) are respectively manufactured, end position building blocks (namely one or more unit building blocks are arranged on the outermost side of a wall body to form the end position building blocks, the outer side of a connecting beam 2 at one side of each end position building block is of a plane structure, the upper end of the connecting beam 2 at one side is also of a solid plane structure parallel to the groove top of a top groove 7, and referring to fig. 4 and 5, a tongue-and-groove type connecting structure 6 matched with an inner partition wall filling building block arranged in the middle of the wall body is arranged on the connecting beam 2 at the other side of each end position building block, and the building blocks are formed in a factory through one-step pressing through corresponding dies.
To sum up, the utility model discloses a vertical hole grout formula lightweight concrete interior partition filled block, with curb plate 1, even roof beam 2 through mechanical die one-time compression moulding inside the mill, the wall body is of high quality, high strength, construction convenience, the reduction of erection time, use manpower sparingly, save material, the construction degree of difficulty is low, the wall that actual construction formed does not have perps and transversal joint, the wall is level and smooth, because the building block material is (light) concrete, so the building block need not whitewash, can directly scrape putty, do coating, the connection structure and the mode of vertical grout hole 3 formation not only do not receive once to build the restriction of height by laying bricks or stones when the construction, still strengthen the wholeness ability and the anti-seismic performance of wall body greatly.

Claims (7)

1. The utility model provides a vertical hole grout formula lightweight concrete interior partition filler block which characterized in that: the inner partition wall filling building block is formed by transversely and integrally forming one or more unit building blocks, each unit building block comprises side plates (1) and a plurality of connecting beams (2) integrally arranged between the side plates (1), one side of each connecting beam (2) is provided with an end grouting groove (4), a grouting hole (3) longitudinally penetrating through the inner partition wall filling building block is formed between the other side of each connecting beam and the adjacent connecting beam, and the top surface of the inner partition wall filling building block is provided with a top groove (7);
one end of each of the two ends of the inner partition wall filling building block is provided with a bayonet, the other end of the inner partition wall filling building block is provided with a fitting, and the bayonet and the fitting form a tongue-and-groove type connecting structure (6).
2. The vertical-hole grouted lightweight concrete internal partition filler block as claimed in claim 1, wherein the tongue-and-groove type connecting structure (6) is provided on the side plate.
3. The vertical grouting type light concrete inner partition filling block according to claim 1 or 2, wherein the end grouting groove (4) is an expanding groove with a small bottom.
4. The vertical hole grouting type lightweight concrete inner partition filling block according to claim 3, wherein the top groove (7) is an expanding groove with a small bottom opening.
5. The vertical hole grouting type lightweight concrete internal partition filling block according to claim 4, wherein the cross section of the grouting hole (3) is hexagonal, circular, elliptical or rectangular with bilateral symmetry.
6. A vertical hole grouted lightweight concrete internal partition filler block according to claim 5, wherein the side plates (1): a thickness greater than or equal to 2.5 centimeters;
the connecting beam (2): a thickness greater than or equal to 2.5 centimeters;
the end grouting groove (4): the depth is 2 cm;
grouting holes (3) formed by the side of the end grouting groove (4) of the connecting beam (2) and the end grouting groove (4) of the adjacent connecting beam (2): the width is 4 cm;
the top groove (7): the depth is 1 cm.
7. The vertical hole grouting type lightweight concrete inner partition filling block according to claim 5, wherein the inner partition filling block is used for filling walls in residential buildings and public buildings, and the thicknesses of the inner partition filling block are 100 mm and 120 mm respectively; the inner partition wall filling building block is used for a partition wall of a household, and the thickness of the inner partition wall filling building block is 150 mm.
CN201920717866.2U 2019-05-17 2019-05-17 Vertical hole grouting type light concrete inner partition wall filling building block Active CN210086629U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110042973A (en) * 2019-05-17 2019-07-23 宫莉 Vertical core grouting formula lightweight concrete internal partition wall in-filled block

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110042973A (en) * 2019-05-17 2019-07-23 宫莉 Vertical core grouting formula lightweight concrete internal partition wall in-filled block
CN113006363A (en) * 2019-05-17 2021-06-22 宫莉 Vertical hole grouting type concrete internal partition wall filling building block

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