Forming mold for precast concrete box-type house
By using a modular template design and a non-removable top slab formwork, the problems of complex molds and difficult demolding in the one-time forming process of large steel molds are solved, thereby improving the production efficiency and overall performance of precast concrete box houses.
Patent Information
- Application Number
- CN202422404467.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-09-30
- Publication Date
- 2025-11-25
- Estimated Expiration
- 2034-09-30
AI Technical Summary
The existing large steel mold one-time molding process has problems such as complex molds, high cost, difficult demolding, need for large equipment, and high cost, resulting in low production efficiency of precast concrete box houses.
The design adopts a modular formwork system, including outer wall panel formwork, inner wall panel formwork, and roof formwork. The roof formwork is a non-removable formwork that is cast integrally with the roof slab. Combined with supporting plates and tie bolts, the formwork can be disassembled and stably overlapped.
It improves the production efficiency of precast concrete box houses, reduces mold costs, simplifies the formwork erection and dismantling process, improves the overall rigidity and waterproofness of the houses, and allows for flexible use of molds.
Smart Images
Figure CN223589676U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model relates to prefabricated building engineering technical field especially relates to a prefabricated concrete box type house's forming die. BACKGROUND
[0002] The box type house is composed of four wallboards and roof board and floor board, also called unit house. The existing prefabricated concrete box type house forming process in China is divided into three kinds: full splicing type forming process, half splicing type forming process and large steel mold one-time forming process.
[0003] The full splicing type forming process is that the wallboard, roof board and floor board are prefabricated in the factory, and then the components are transported to the site for splicing and forming. The half splicing type forming process is that part of the wallboard, roof board and floor board are prefabricated in the factory, and then the components are transported to the site for splicing and forming, and individual parts are poured on site. The large steel mold one-time forming process needs an integral steel mold, which is poured and formed in the factory at one time, and then transported to the site for positioning. However, the large steel mold one-time forming process has the disadvantages of complex mold, huge cost, difficult stripping and formwork, need for large equipment, high cost and the like, and needs to be improved. SUMMARY
[0004] The utility model discloses a prefabricated concrete box type house's forming die, which aims at improving the production efficiency of the box type house.
[0005] Technical scheme: in order to realize the above-mentioned purpose, the utility model discloses a prefabricated concrete box type house's forming die, the box type house is composed of roof board, floor board and a plurality of wallboards, and the forming die includes wallboard outer mold, wallboard inner mold and roof board mold;The distance between wallboard outer mold and wallboard inner mold is separated, and the wallboard pouring cavity is formed between wallboard outer mold and wallboard inner mold;The roof board mold is overlapped on the wallboard inner mold, and the upper end of the wallboard outer mold has a surrounding edge segment that is higher than the roof board mold, the roof pouring groove is formed between the roof board mold and the surrounding edge segment, and the roof pouring groove and the wallboard pouring cavity are communicated with each other;The roof board mold is a removable formwork, and the roof board mold and the concrete poured on the roof board mold are combined to form the roof board.
[0006] Further, the wallboard inner mold and the wallboard outer mold are both splicing type formworks.
[0007] Further, the bottom of the roof board mold is provided with a temporary support rod.
[0008] Further, the top of the wallboard inner mold is provided with a supporting plate, and the supporting plate assists in supporting the roof board mold when the roof board mold is overlapped on the wallboard inner mold.
[0009] Further, the support base plate is a horizontal plate body, and the upper plate surface of the support base plate is flush with the top end of the wallboard inner mold; a mounting plate is connected below the support base plate, the mounting plate is a vertical plate body, mounting holes are formed in the mounting plate, and a pin is inserted into the wallboard inner mold after penetrating through the mounting holes, so that the support base plate is detachably mounted on the wallboard inner mold.
[0010] Further, a tension bolt is mounted between the wallboard inner mold and the wallboard outer mold.
[0011] Further, the roof plate is formed by pouring concrete, and the wallboard outer mold and the wallboard inner mold are fixedly mounted on the poured roof plate.
[0012] Beneficial effects: the forming mold of the prefabricated concrete box house of the utility model, the top plate mold is a removable formwork, that is, the top plate mold is permanently poured together with the roof plate, so that the top plate mold only needs to be supported and does not need to be removed, thereby improving the production efficiency of the box house. BRIEF DESCRIPTION OF DRAWINGS
[0013] ATTACHED Fig. 1 is a structural schematic view of the box house;
[0014] ATTACHED Fig. 2 is a structural schematic view of the wallboard inner mold, the wallboard outer mold and the top plate mold. DETAILED DESCRIPTION
[0015] The utility model will be further described below in combination with the drawings.
[0016] As shown in the attached Figs. 1-2 , the forming mold of the prefabricated concrete box house, as shown in the attached Fig. 1 , the box house is composed of a roof plate 1, a roof plate 2 and four pieces of wall plate 3. As shown in the attached Fig. 2 , the forming mold comprises a wallboard outer mold 5, a wallboard inner mold 4 and a top plate mold 8. The wallboard outer mold 5 is used in cooperation with the wallboard inner mold 4, when assembled into a forming model, the wallboard outer mold 5 and the wallboard inner mold 4 are parallel to each other and spaced apart, and the wallboard pouring cavity 6 is formed between the wallboard outer mold 5 and the wallboard inner mold 4. The concrete is poured in the wallboard pouring cavity 6 to form the wall plate 3. The edge of the top plate mold 8 is overlapped on the wallboard inner mold 4, and the wallboard inner mold 4 supports the top plate mold 8. The upper end of the wallboard outer mold 5 has a surrounding edge segment higher than the top plate mold 8, the top plate pouring groove 7 is formed between the top plate mold 8 and the surrounding edge segment, and the top plate pouring groove 7 and the wallboard pouring cavity 6 are in communication with each other. The top plate mold 8 is a removable formwork, and the top plate mold 8 can be borne by conventional cement-based materials such as cement pressure plate or commonly used wood formwork. The top plate mold 8 and the concrete poured on the top plate mold 8 are combined into the roof plate 1, so that the top plate mold 8 only needs to be supported and does not need to be removed, thereby improving the production efficiency of the box house.
[0017] The forming process of the box house comprises the following steps:
[0018] Step S1: preparing the site and materials, laying the steel mesh frame on the site, pouring the concrete on the steel mesh frame to form the floor 2;
[0019] Step S2: installing the inner wall form 4 and the outer wall form 5 on the floor 2 after pouring and forming; the inner wall form 4 and the outer wall form 5 are spliced forms, a plurality of sub-forms are spliced and fixed on the floor 2 to form the inner wall form 4 and the outer wall form 5; the inner wall form 4 and the outer wall form 5 can be aluminum alloy forms, plastic forms, etc.; the inner wall form 4 and the outer wall form 5 form a wall pouring cavity 6 therebetween, and a steel mesh frame is laid in the wall pouring cavity 6;
[0020] In addition, during the installation of the inner wall form 4 and the outer wall form 5, a tensioning piece such as a tensioning bolt needs to be installed between the inner wall form 4 and the outer wall form 5; door and window openings are reserved on the inner wall form 4 and the outer wall form 5, and the reserved door and window openings are supported; and according to needs, corresponding pipelines can be pre-buried in the wall pouring cavity 6;
[0021] Step S3: overlapping the roof form 8 on the inner wall form 4, the roof pouring groove 7 is formed between the roof form 8 and the outer wall form 5, the roof pouring groove 7 and the wall pouring cavity 6 are in communication with each other, and a steel mesh frame is laid in the roof pouring groove 7;
[0022] Step S4: setting up a temporary support rod 9 at the bottom of the roof form 8;
[0023] Step S5: pouring the concrete into the wall pouring cavity 6 and the roof pouring groove 7 at the same time to form the seamless and butt-jointed wall 3 and roof 1;
[0024] Step S6: after the wall 3 and the roof 1 are poured and formed, the inner wall form 4, the outer wall form 5 and the temporary support rod 9 are removed; the roof form 8 is a removable form, which is reserved on the poured and formed roof 1; then the structure of the wall 3 and the roof 1 is rested, and then the interior and exterior decoration is carried out, including heat preservation, heat insulation, pipeline arrangement, etc., to finally obtain the finished prefabricated concrete box house.
[0025] Due to the use of spliced forms, the formwork and form removal do not require large machines and tools, and can be done manually, greatly improving the efficiency; moreover, the size of the prefabricated box house can be changed arbitrarily, and the mold is flexible and convenient to use; in addition, the integrated pouring of concrete can better the overall stiffness and waterproofness of the house; the application of the removable roof form greatly improves the production efficiency; the application of the combined mold makes the production more efficient and the product cost lower, which is convenient for popularization and application.
[0026] As shown in the accompanying drawings Fig. 2As shown in the wallboard, the inner mold 4 of the wallboard is provided with a support plate 10 at the top of the wallboard away from the outer mold 5 of the wallboard. In step S3, when the top plate mold 8 is overlapped on the inner mold 4 of the wallboard, the support plate 10 can assist in supporting the top plate mold 8, so that the top plate mold 8 is more stably overlapped on the inner mold 4 of the wallboard.
[0027] The support plate 10 is detachably mounted on the inner mold 4 of the wallboard, and the support plate 10 is fixed on the inner mold 4 of the wallboard by a detachable pin 11. Specifically, the support plate 10 is a horizontal plate body, and the upper plate surface of the support plate 10 is flush with the top end of the inner mold 4 of the wallboard; a mounting plate 12 is connected below the support plate 10, the mounting plate 12 is a vertical plate body, and the mounting plate 12 is provided with a mounting hole, and the pin 11 is inserted into the inner mold 4 of the wallboard after passing through the mounting hole, so that the support plate 10 is detachably mounted on the inner mold 4 of the wallboard.
[0028] In step S6, the support plate 10 is first removed, so that the support plate 10 no longer supports the top plate mold 8, and then the inner mold 4 of the wallboard is removed. If the support plate 10 is not removed before the inner mold 4 of the wallboard is removed, the support plate 10 is supported on the top plate mold 8, which makes it difficult to remove the inner mold 4 of the wallboard.
[0029] The above is only the preferred embodiment of the present application, it should be pointed out that: for those skilled in the technical field, without departing from the principles of the present application, can make a number of improvements and refinements, these improvements and refinements should also be considered as the protection scope of the present application.
Claims
1. A forming mould for precast concrete box houses characterised in that: The box house is composed of a roof plate (1), a floor plate (2) and a plurality of wall plates (3), the forming mold comprises a wall plate outer mold (5), a wall plate inner mold (4) and a top plate mold (8); the wall plate outer mold (5) is spaced apart from the wall plate inner mold (4), and a wall plate pouring cavity (6) is formed between the wall plate outer mold (5) and the wall plate inner mold (4); the top plate mold (8) is overlapped on the wall plate inner mold (4), the upper end of the wall plate outer mold (5) has a surrounding edge segment higher than the top plate mold (8), a top plate pouring groove (7) is formed between the top plate mold (8) and the surrounding edge segment, and the top plate pouring groove (7) and the wall plate pouring cavity (6) are in communication with each other; the top plate mold (8) is a removable mold plate, and the top plate mold (8) and the concrete poured on the top plate mold (8) are combined to form the roof plate (1).
2. A forming mould for precast concrete box houses according to claim 1 wherein: The wall plate inner mold (4) and the wall plate outer mold (5) are both spliced mold plates.
3. A forming mould for precast concrete box houses according to claim 1 wherein: The bottom of the top plate mold (8) is provided with a temporary support rod (9).
4. A forming mould for precast concrete box houses according to claim 1 wherein: The top of the wall plate inner mold (4) is provided with a support backing plate (10), and the support backing plate (10) assists in supporting the top plate mold (8) when the top plate mold (8) is overlapped on the wall plate inner mold (4).
5. A forming mould for precast concrete box houses according to claim 4 wherein: The support backing plate (10) is a horizontal plate body, and the upper plate surface of the support backing plate (10) is flush with the top end of the wall plate inner mold (4); a mounting plate (12) is connected below the support backing plate (10), the mounting plate (12) is a vertical plate body, mounting holes are formed in the mounting plate (12), and a pin (11) is inserted into the wall plate inner mold (4) after penetrating through the mounting holes, so that the support backing plate (10) is detachably mounted on the wall plate inner mold (4).
6. A forming mould for precast concrete box houses according to claim 1 wherein: A tension bolt is mounted between the wall plate inner mold (4) and the wall plate outer mold (5).
7. A forming mould for precast concrete box houses according to claim 1 wherein: The floor plate (2) is formed by pouring concrete, and the wall plate outer mold (5) and the wall plate inner mold (4) are fixedly mounted on the formed floor plate (2).