A kind of anti-inclination positioning prefabricated block structure for sheep shed wall construction

Abstract

The utility model discloses a kind of skewing prevention positioning prefabricated block structures for sheep shed wall building construction, comprising: ground;The upper side of the ground is provided with connecting structure, the connecting structure has prefabricated block body, connecting groove, connecting block and partition block combination composition, and prefabricated block body is arranged on the upper side of ground;The side of the prefabricated block body is provided with horizontal connecting mechanism, and the left side of prefabricated block body is provided with connecting groove, and the right side of prefabricated block body is provided with connecting block;The inside of the prefabricated block body is provided with longitudinal connecting mechanism.The skewing prevention positioning prefabricated block structure for sheep shed wall building construction, by connecting groove and connecting block prefabricated block body is spliced together, so as to be built together in horizontal direction, by protruding block and slot prefabricated block body is spliced together, so as to be built together in longitudinal direction, threaded steel can prefabricated block body spliced together in horizontal direction and longitudinal direction be connected together, so as to reach the purpose of preventing skewing.

Description

Technical Field

[0001] This utility model relates to the field of precast block technology, specifically to a precast block structure for anti-tilting positioning in sheepfold wall construction. Background Technology

[0002] Precast block structures refer to a type of building structure in which the components required for construction are prefabricated in a factory according to design requirements and then transported to the construction site for assembly. Precast block structures complete most of the processing work in the factory, reducing on-site construction time and costs, and improving construction efficiency. They also reduce on-site construction waste and energy consumption, contributing to environmental protection and sustainable development. Precast blocks are typically made of lightweight materials such as lightweight concrete and foamed concrete, which have high strength and compressive strength, meeting the requirements for sheepfold use.

[0003] However, if the structural design of common precast block structures is unreasonable in the early stages of production, it can lead to loose connections and tilting of the walls after assembly. Therefore, there is still room for improvement.

[0004] Therefore, we propose a prefabricated block structure for anti-tilting positioning in sheepfold wall construction to solve the problems mentioned above. Utility Model Content

[0005] The purpose of this utility model is to provide a prefabricated block structure for anti-tilting positioning in sheepfold wall construction, in order to solve the problem mentioned in the background art that if the structure design is unreasonable in the early stage of production, the connection will not be tight, and the wall will tilt after splicing. Therefore, there is still room for further improvement.

[0006] To achieve the above objectives, this utility model provides the following technical solution: a prefabricated block structure for anti-tilting positioning in sheepfold wall construction, comprising: a ground surface;

[0007] A connection structure is provided on the upper side of the ground. The connection structure is composed of a precast block body, a connection groove, a connection block and a partition block, and the precast block body is provided on the upper side of the ground.

[0008] Also includes:

[0009] The precast block body is provided with a transverse connecting mechanism on its side, and a connecting groove is provided on the left side of the precast block body, and a connecting block is provided on the right side of the precast block body.

[0010] The inner side of the precast block body is provided with a longitudinal connecting mechanism, and the inner side of the precast block body is provided with a partition block.

[0011] Preferably, the connecting block on the right side of the precast block body engages with the connecting groove on the left side of another precast block body, and the precast block body, connecting groove and connecting block are all in one-to-one correspondence.

[0012] Preferably, an upper connecting plate is provided on the upper inner side of the precast block body, and a protrusion is provided on the upper side of the upper connecting plate.

[0013] Preferably, the upper connecting plate is symmetrical about the vertical central axis of the precast block body, and the upper connecting plate corresponds one-to-one with the protrusion.

[0014] Preferably, a lower connecting plate is provided on the lower inner side of the precast block body, and a slot is provided on the lower side of the lower connecting plate, and the slot is engaged with the protrusion.

[0015] Preferably, the lower connecting plate is symmetrical about the vertical central axis of the precast block body, and the lower connecting plate corresponds one-to-one with the slot.

[0016] Preferably, a hollow cavity is provided between the precast block body and the partition block, and the hollow cavity is symmetrical about the vertical central axis of the partition block. Furthermore, a connecting hole is provided inside the partition block, and the connecting hole is slidably connected to the threaded steel bar.

[0017] Preferably, the partition block has a filling groove inside, and the filling groove is provided with a heat insulation layer.

[0018] Compared with the prior art, the beneficial effects of this utility model are: the anti-tilting positioning prefabricated block structure for sheepfold wall construction splices the prefabricated block bodies together through connecting grooves and connecting blocks, thus building them together in the horizontal direction; and splices the prefabricated block bodies together through protrusions and slots, thus building them together in the vertical direction. The threaded steel can connect the prefabricated block bodies spliced ​​together in the horizontal and vertical directions, thereby achieving the purpose of preventing tilting.

[0019] 1. It is equipped with precast block bodies, connecting grooves and connecting blocks. When different precast block bodies are spliced ​​together in the horizontal direction, they can be spliced ​​together by connecting grooves and connecting blocks on their respective sides, thus being built together in the horizontal direction.

[0020] 2. It is equipped with protrusions, a lower connecting plate and a slot. When different precast block bodies are spliced ​​together in the longitudinal direction, the protrusion on the upper side of the lower precast block body will engage with the slot on the lower side of the upper precast block body, so that they are built together in the longitudinal direction.

[0021] 3. It is equipped with partition blocks, connecting holes and threaded steel bars. The precast block body is connected to the ground by threaded steel bars, and the threaded steel bars are slidably connected to the connecting holes. The threaded steel bars can connect the precast block bodies spliced ​​together horizontally and vertically, thereby achieving the purpose of preventing tilting. Attached Figure Description

[0022] Figure 1 This is a top view of the precast block body of this utility model.

[0023] Figure 2 This is a bottom view of the precast block body of this utility model.

[0024] Figure 3 This is a schematic diagram of the cross-sectional structure of the precast block body of this utility model;

[0025] Figure 4 This is a schematic diagram of the structure in the construction state of this utility model.

[0026] In the diagram: 1. Ground; 2. Precast block body; 3. Connecting groove; 4. Connecting block; 5. Upper connecting plate; 6. Protrusion; 7. Lower connecting plate; 8. Groove; 9. Separator block; 10. Hollow cavity; 11. Connecting hole; 12. Threaded steel bar; 13. Filling groove; 14. Insulation layer. Detailed Implementation

[0027] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model. Specific Implementation

[0028] This embodiment is a prefabricated block structure for anti-tilting positioning in sheepfold wall construction.

[0029] like Figure 1 , Figure 2 , Figure 3 and Figure 4 As shown, a precast block body 2 is provided on the upper side of the ground 1. A connecting groove 3 is provided on the left side of the precast block body 2, and a connecting block 4 is provided on the right side of the precast block body 2. The connecting block 4 on the right side of the precast block body 2 is engaged with the connecting groove 3 on the left side of another precast block body 2. The precast block body 2, the connecting groove 3, and the connecting block 4 are all in one-to-one correspondence. An upper connecting plate 5 is provided on the upper inner side of the precast block body 2, and a protrusion 6 is provided on the upper side of the upper connecting plate 5. The upper connecting plate 5 is symmetrical about the vertical central axis of the precast block body 2, and the upper connecting plate 5 and the protrusion 6 are in one-to-one correspondence. A lower connecting plate 7 is provided on the lower inner side of the precast block body 2, and a slot 8 is provided on the lower side of the lower connecting plate 7. The slot 8 is engaged with the protrusion 6. The lower connecting plate 7 is symmetrical about the vertical central axis of the precast block body 2, and the lower connecting plate 7 and the slot 8 are in one-to-one correspondence.

[0030] like Figure 1 and Figure 4 As shown, a hollow cavity 10 is provided between the precast block body 2 and the partition block 9, and the hollow cavity 10 is symmetrical about the vertical central axis of the partition block 9. A connecting hole 11 is provided inside the partition block 9, and the connecting hole 11 is slidably connected to the threaded steel bar 12. A filling groove 13 is provided inside the partition block 9, and a heat insulation layer 14 is provided inside the filling groove 13.

[0031] It should be noted that during use, first, holes are drilled on the upper side of the ground 1, and then the threaded steel bars 12 are connected to the ground 1 at equal intervals. Since the connecting holes 11 are opened inside the precast block body 2 and the diameter of the connecting holes 11 is larger than the diameter of the threaded steel bars 12, the precast block body 2 is then inserted from the upper side of the threaded steel bars 12. At this time, the precast block body 2 will still wobble on the upper side of the ground 1. In addition, the side of the precast block body 2 is provided with connecting grooves 3 and connecting blocks 4. Then, another precast block body 2 is inserted from the upper side of the threaded steel bars 12. At this time, when different precast block bodies 2 are spliced ​​together in the horizontal direction, they can be spliced ​​together by the connecting grooves 3 and connecting blocks 4 on their respective sides, thus being built together in the horizontal direction.

[0032] In addition, after the precast block body 2 is assembled on the same layer, the next layer of precast block body 2 needs to be installed on the upper side of the assembled precast block body 2. Since the upper side of the precast block body 2 is provided with an upper connecting plate 5, and the upper side of the upper connecting plate 5 is provided with a protrusion 6, and the lower side of the precast block body 2 is provided with a lower connecting plate 7, and the lower connecting plate 7 has a slot 8 inside, during the stacking process, the slot 8 on the lower side of the upper precast block body 2 will engage with the protrusion 6 on the upper side of the lower precast block body 2, thus building together in the longitudinal direction. At this time, it is only necessary to assemble them together again in the transverse direction. By repeating this process, the precast block body 2 can be used to build a wall, thereby achieving the purpose of preventing tilting.

[0033] In addition, the partition block 9 divides the precast block body 2 into two hollow cavities 10. The hollow cavities 10 can reduce weight and facilitate transportation. If there are concerns about instability, concrete can be poured into the hollow cavities 10 to further enhance the stability of the connection. In addition, an insulation layer 14 is provided on the inner side of the filling groove 13. The insulation layer 14 can play a role in heat preservation, which is convenient for keeping the sheepfold warm. Moreover, the precast block body 2 spliced ​​together is relatively heavy, so the sheep will not knock down the wall.

[0034] The contents not described in detail in this specification are existing technologies known to those skilled in the art. All standard parts used in this utility model can be purchased from the market, and irregular parts can be customized according to the description and drawings. The specific connection methods of each part adopt conventional methods such as bolts, rivets, and welding that are mature in the prior art. The machinery, parts and equipment adopt conventional models in the prior art, and the circuit connection adopts conventional connection methods in the prior art, which will not be described in detail here.

[0035] Although the present invention has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions described in the foregoing embodiments or make equivalent substitutions for some of the technical features. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present invention should be included within the protection scope of the present invention.

Claims

1. A precast block structure for anti-tilting positioning in sheepfold wall construction, comprising: Ground (1); A connection structure is provided on the upper side of the ground (1). The connection structure is composed of a precast block body (2), a connection groove (3), a connection block (4), and a partition block (9). The precast block body (2) is located on the upper side of the ground (1). Its characteristic is that it further includes: The precast block body (2) is provided with a transverse connecting mechanism on its side, and a connecting groove (3) is provided on the left side of the precast block body (2), and a connecting block (4) is provided on the right side of the precast block body (2). The inner side of the precast block body (2) is provided with a longitudinal connecting mechanism, and the inner side of the precast block body (2) is provided with a partition block (9).

2. The precast block structure for anti-tilting positioning in sheepfold wall construction according to claim 1, characterized in that: The connecting block (4) on the right side of the precast block body (2) engages with the connecting groove (3) on the left side of another precast block body (2), and the precast block body (2), the connecting groove (3) and the connecting block (4) are all in one-to-one correspondence.

3. The precast block structure for anti-tilting positioning in sheepfold wall construction according to claim 1, characterized in that: An upper connecting plate (5) is provided on the upper inner side of the precast block body (2), and a protrusion (6) is provided on the upper side of the upper connecting plate (5).

4. The precast block structure for anti-tilting positioning in sheepfold wall construction according to claim 3, characterized in that: The upper connecting plate (5) is symmetrical about the vertical central axis of the precast block body (2), and the upper connecting plate (5) corresponds one-to-one with the protrusion (6).

5. The precast block structure for anti-tilting positioning in sheepfold wall construction according to claim 4, characterized in that: A lower connecting plate (7) is provided on the lower inner side of the precast block body (2), and a slot (8) is provided on the lower side of the lower connecting plate (7), and the slot (8) is engaged with the protrusion (6).

6. The anti-tilting positioning precast block structure for sheepfold wall construction according to claim 5, characterized in that: The lower connecting plate (7) is symmetrical about the vertical central axis of the precast block body (2), and the lower connecting plate (7) corresponds one-to-one with the slot (8).

7. The precast block structure for anti-tilting positioning in sheepfold wall construction according to claim 1, characterized in that: A hollow cavity (10) is provided between the precast block body (2) and the partition block (9), and the hollow cavity (10) is symmetrical about the vertical central axis of the partition block (9). A connecting hole (11) is provided inside the partition block (9), and the connecting hole (11) is slidably connected to the threaded steel (12).

8. The precast block structure for anti-tilting positioning in sheepfold wall construction according to claim 6, characterized in that: The partition block (9) has a filling groove (13) inside, and the filling groove (13) is provided with a heat insulation layer (14).

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