CN115045318A - Bearing platform template for building construction - Google Patents
Bearing platform template for building construction Download PDFInfo
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- CN115045318A CN115045318A CN202210651407.5A CN202210651407A CN115045318A CN 115045318 A CN115045318 A CN 115045318A CN 202210651407 A CN202210651407 A CN 202210651407A CN 115045318 A CN115045318 A CN 115045318A
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
- E02D27/14—Pile framings, i.e. piles assembled to form the substructure
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Abstract
The invention relates to a bearing platform template for building construction, which comprises a first template body, a first groove, a first bulge, a second template body, a second groove and a second bulge, wherein the first template body is provided with a first groove; the side edge of the first groove is provided with a first sub-groove, the side edge of the first bulge is provided with a second sub-groove, the side edge of the second groove is provided with a third sub-groove, the side edge of the second bulge is provided with a fourth sub-groove, the shapes and the sizes of the first sub-groove, the second sub-groove, the third sub-groove and the fourth sub-groove are the same, the first sub-groove is matched with the fourth sub-groove to form a first slot, and the second sub-groove is matched with the third sub-groove to form a second slot; still include a book type kayser, a book type kayser includes that first post, horizontal pole, the second of inserting are inserted the post, first post setting of inserting is in one side of horizontal pole, the post setting is inserted at the horizontal pole opposite side to the second, first post that inserts can imbed first slot, the second insert the post can imbed the second slot.
Description
Technical Field
The invention belongs to the technical field of construction engineering construction, and particularly relates to a bearing platform template for building construction.
Background
At present, most of templates are not easy to remove in the construction of a bearing platform of building engineering, a brick moulding bed is built on most project parts before the bearing platform is poured, the strength of the bearing platform template of a brick building body is low, the building process time is long, and the construction progress of the bearing platform is seriously influenced once raining in spring and summer in some areas.
In addition, the existing concrete precast slab bearing platform template replacing a brick bed film only achieves assembly and cannot completely form self-fastening effect, mortar bonding is adopted during assembly, the bonding force of the mortar is required to resist soil pressure in the later period, and the concrete precast slab bearing platform template is easily crushed by backfill between bearing platforms to influence the construction progress of the bearing platform.
The existing bearing platform template is constructed by adopting a brick moulding bed, the strength of the bearing platform template can not be ensured, the construction progress of the brick moulding bed can also be seriously influenced in long-term rainy weather, a foundation pit is soaked in rainwater for a long time, mortar and soil are diluted, the strength of the brick moulding bed is greatly reduced, and a new brick moulding bed is built after the bearing platform brick moulding bed which is partially toppled and collapsed is cleaned up after raining and sunny days, so that the next procedure can be carried out.
Disclosure of Invention
According to the invention, a concrete precast slab is used as a bearing platform template, the precast slab is manufactured by utilizing the shaping of a precast mould, tenon-and-mortise structures similar to wood structures are arranged at two ends of the slab, the influence of later-stage rainwater scouring and soaking is eliminated during field installation, and reinforcing steel bars are additionally arranged in the slab by improving the strength grade of concrete per se, so that the purpose of resisting the soil pressure between bearing platforms is achieved, the successful installation at one time is ensured, and the construction period is saved.
The die comprises a first die plate body, a first groove, a first bulge, a second die plate body, a second groove and a second bulge; the first groove is matched with the second protrusion, and the first protrusion is matched with the second groove;
the side edge of the first groove is provided with a first sub-groove, the side edge of the first bulge is provided with a second sub-groove, the side edge of the second groove is provided with a third sub-groove, the side edge of the second bulge is provided with a fourth sub-groove, the shapes and the sizes of the first sub-groove, the second sub-groove, the third sub-groove and the fourth sub-groove are the same, the first sub-groove is matched with the fourth sub-groove to form a first slot, and the second sub-groove is matched with the third sub-groove to form a second slot;
still include a book type kayser, a book type kayser includes that first post, horizontal pole, the second of inserting are inserted the post, first post setting of inserting is in one side of horizontal pole, the post setting is inserted at the horizontal pole opposite side to the second, first post that inserts can imbed first slot, the second insert the post can imbed the second slot.
The bearing platform template for building construction further comprises a first thread groove on the first template body, a second thread groove on the second template body, a third thread groove and a fourth thread groove on the folding type clamping lock, the first thread groove and the third thread groove can be communicated, the second thread groove and the fourth thread groove can be communicated, the first thread groove and the third thread groove can be communicated through a first long screw, the second thread groove and the fourth thread groove can be communicated through a second long screw, and the folding type clamping lock is fixed with the first template body and the second template body.
The cushion cap template for building construction, the tip of first template body sets up first L type structure of sinking, first L type structure thickness of sinking is less than the thickness of other parts of first template body, first recess and first protruding setting first L type sink structurally last.
The cushion cap template for building construction, the tip of second template body sets up the sunken structure of second L type, the sunken structure thickness of second L type is less than the thickness of other parts of second template body, second recess and the protruding setting of second the second L type sinks structurally, first L type sink the structure with the sunken structure of second L type is reverse to be matchd.
The pile cap template for building construction is characterized in that the folding type clamping lock is inserted into the first slot and the second slot from the direction vertical to the first L-shaped sinking structure of the first template body and the second L-shaped sinking structure of the second template body.
After the first L-shaped sinking structure and the second L-shaped sinking structure are reversely matched, the first template body and the second template body are subjected to the wedging resistance of the first groove and the second protrusion and the wedging resistance of the second groove and the first protrusion in the first direction and are in a stable and fixed state in the first direction;
after the first L-shaped sinking structure and the second L-shaped sinking structure are reversely matched, the first sub-groove and the fourth sub-groove are matched and combined to form a first slot, the second sub-groove and the third sub-groove are matched and combined to form a second slot, and the first slot and the second slot are in a long strip shape in plan view; after the folding type clamping lock is inserted into the first slot and the second slot, the first template body and the second template body are stably fixed in the second direction due to the fact that the first inserting column is inserted into the first slot and the second inserting column is inserted into the second slot;
then, a first long screw can penetrate through the first threaded groove and the third threaded groove, a second long screw can penetrate through the second threaded groove and the fourth threaded groove, the folding type clamping lock is fixed with the first template body and the second template body, and meanwhile the first template body and the second template body can be stably fixed in a third direction;
the first direction, the second direction and the third direction are perpendicular to each other to form a three-dimensional rectangular coordinate.
The side of first template body and second template body still forms including the cooperation and is used for holding the depressed part of the horizontal pole of a type kayser for the type kayser that rolls over inserts first template body and second template body rear surface is the parallel and level all the time, makes things convenient for the stack of other templates in the third direction.
A construction method of the bearing platform template for building construction comprises the following steps:
step S1, after the first L-shaped sinking structure and the second L-shaped sinking structure are reversely matched, the first template body and the second template body are subjected to the wedging resistance of the first groove and the second protrusion and the wedging resistance of the second groove and the first protrusion in the first direction and are in a stable and fixed state in the first direction;
step S2, after the first L-shaped sinking structure and the second L-shaped sinking structure are reversely matched, the first sub-groove and the fourth sub-groove are matched and combined to form a first slot, the second sub-groove and the third sub-groove are matched and combined to form a second slot, and the first slot and the second slot are in a long strip shape when viewed from top; after the folding type lock is inserted into the first slot and the second slot, the first template body and the second template body are stably fixed in the second direction due to the fact that the first inserting column is inserted into the first slot and the second inserting column is inserted into the second slot;
step S3, fixing the folding type clamping lock with the first template body and the second template body through a first long screw capable of penetrating through the first thread groove and the third thread groove and a second long screw capable of penetrating through the second thread groove and the fourth thread groove, and simultaneously enabling the first template body and the second template body to be stably fixed in a third direction;
the first direction, the second direction and the third direction are perpendicular to each other to form a three-dimensional rectangular coordinate.
The invention has the advantages that the concrete precast slab with the self-fastening effect replaces a brick masonry to serve as a bearing platform template with higher bearing capacity and strength, and the concrete precast slab template has a self-fastening tenon-and-mortise structure, can achieve the purposes of quick assembly and self-fastening, reduces the influence of the external environment on the bearing platform membrane, and greatly shortens the construction period. The invention aims to adopt a concrete precast slab as a bearing platform template, utilize a precast mould to finalize the design and manufacture the precast slab, and arrange tenon-and-mortise structures similar to wood structures at two ends of the slab, thereby eliminating the influence of later-stage rain wash soaking during on-site installation, and achieving the purpose of resisting the soil pressure between bearing platforms by improving the concrete strength grade per se and additionally arranging reinforcing steel bars in the slab, thereby ensuring the successful installation at one time and saving the construction period. The fixing device can realize stable fixing in three directions, two template bodies can be conveniently and fixedly connected through the folding type clamping lock, the inserting columns of the folding type clamping lock are respectively arranged on two sides of the cross rod in order to adapt to the connection of the two template bodies, the fixing in the first direction can be realized through the insertion of the folding type clamping lock, the cross rod is provided with a stretching force in the first direction, the protrusions and the grooves are assisted to be better fixed in the first direction, the inserting columns can be embedded into the inserting grooves, the stable fixing in the second direction is realized, the template bodies are provided with the concave parts, and the cross rod can be conveniently accommodated after the folding type clamping lock is inserted.
Drawings
FIG. 1 is a schematic top view of a first form body according to the present invention.
FIG. 2 is a top view of the folding latch of the present invention.
FIG. 3 is a side view of the fold-lock of the present invention.
FIG. 4 is a flow chart of a construction method of the bearing platform formwork for building construction of the present invention.
Detailed Description
The present invention is described in further detail below with reference to the attached drawings, and it should be noted that the following detailed description is provided for further explanation of the present invention, and should not be construed as limiting the scope of the present invention, and those skilled in the art can make modifications and adjustments to the present invention without substantial changes according to the contents of the above-mentioned application.
According to the invention, a concrete precast slab is used as a bearing platform template, the precast slab is manufactured by utilizing the shaping of a precast mould, tenon-and-mortise structures similar to wood structures are arranged at two ends of the slab, the influence of later-stage rainwater scouring and soaking is eliminated during field installation, and reinforcing steel bars are additionally arranged in the slab by improving the strength grade of concrete per se, so that the purpose of resisting the soil pressure between bearing platforms is achieved, the successful installation at one time is ensured, and the construction period is saved.
Fig. 1 is a schematic top view of a first template body according to the present invention.
The template comprises a first template body 1, a first groove 2, a first bulge 3, a first sub-groove 4 arranged on the side edge of the first groove, a second sub-groove 5 arranged on the side edge of the first bulge, and a first thread groove 9;
preferably, the second template body and the like are turned by 180 degrees counterclockwise according to the figure 1, so that the first template body can be matched with the second template body, and the second template body, the second groove and the second protrusion are formed; the first groove is matched with the second protrusion, and the first protrusion is matched with the second groove;
preferably, the first template body and the second template body can be set to be different in size or shape, and the connecting position is only required to be set to be the connecting position of the template with the groove and the protrusion; if two problems of the existing brick bed mould method (the front degree of the brick bed mould is not enough) or the concrete precast slab template method (the corners of the rectangular bearing platform are bonded by mortar not firmly) are solved, the first template body or the second template body can be set to be folded, if the first template body or the second template body is set to be vertical to 90 degrees according to the setting structure of concrete, the connecting part is arranged at the corner of the non-rectangular bearing platform, and the splicing firmness at the corners of the bearing platform can be guaranteed.
Fig. 1 shows only the first form body, which is linear, preferably, the middle position of the first form body can be set to be a right angle of 90-degree bend or a bend with other angles, the right angle or the bend with other angles is set at a corner of the bearing platform, and the first groove 2 and the first protrusion 3 are set at a non-bent position, so that stable connection is facilitated.
A third sub-groove is formed in the side edge of the second groove, a fourth sub-groove is formed in the side edge of the second protrusion, the shape and the size of the first sub-groove, the shape and the size of the second sub-groove, the third sub-groove and the size of the fourth sub-groove are the same, the first sub-groove is matched with the fourth sub-groove to form a first slot, and the second sub-groove is matched with the third sub-groove to form a second slot;
FIG. 2 is a schematic top view of a fold-down latch according to the present invention. FIG. 3 is a side view of the fold-lock of the present invention. Still include a book type kayser, a book type kayser includes that first post 8, horizontal pole 6, the second of inserting are inserted the post 7, first post setting of inserting is in one side of horizontal pole, the second is inserted the post setting and is in the horizontal pole opposite side, first post that inserts can imbed first slot, the second is inserted the post and can be imbedded the second slot. Fig. 2 is a top-view mating version of fig. 1.
The bearing platform template for building construction is characterized in that the first template body further comprises a first thread groove 9, the second template body further comprises a second thread groove, the folding type clamping lock comprises a third thread groove and a fourth thread groove, the first thread groove and the third thread groove can be communicated, the second thread groove and the fourth thread groove can be communicated, the first thread groove and the third thread groove can be communicated through a first long screw, the second thread groove and the fourth thread groove can be communicated through a second long screw, and the folding type clamping lock is fixed with the first template body and the second template body.
The cushion cap template for building construction, the tip of first template body sets up first L type structure of sinking, first L type structure thickness of sinking is less than the thickness of other parts of first template body, first recess and first protruding setting first L type sink structurally last.
The cushion cap template for building construction, the tip of second template body sets up the sunken structure of second L type, the sunken structure thickness of second L type is less than the thickness of other parts of second template body, second recess and the protruding setting of second the second L type sinks structurally, first L type sink the structure with the sunken structure of second L type is reverse to be matchd.
The pile cap template for building construction is characterized in that the folding type clamping lock is inserted into the first slot and the second slot from the direction vertical to the first L-shaped sinking structure of the first template body and the second L-shaped sinking structure of the second template body.
After the first L-shaped sinking structure and the second L-shaped sinking structure are reversely matched, the first template body and the second template body are subjected to the wedging resistance of the first groove and the second protrusion and the wedging resistance of the second groove and the first protrusion in the first direction and are in a stable and fixed state in the first direction;
after the first L-shaped sinking structure and the second L-shaped sinking structure are reversely matched, the first sub-groove and the fourth sub-groove are matched and combined to form a first slot, the second sub-groove and the third sub-groove are matched and combined to form a second slot, and the first slot and the second slot are in a long strip shape in plan view; after the folding type lock is inserted into the first slot and the second slot, the first template body and the second template body are stably fixed in the second direction due to the fact that the first inserting column is inserted into the first slot and the second inserting column is inserted into the second slot;
then, a first long screw can penetrate through the first threaded groove and the third threaded groove, a second long screw can penetrate through the second threaded groove and the fourth threaded groove, the folding type clamping lock is fixed with the first template body and the second template body, and meanwhile the first template body and the second template body can be stably fixed in a third direction;
the first direction, the second direction and the third direction are perpendicular to each other to form a three-dimensional rectangular coordinate.
The side of first template body and second template body still forms including the cooperation and is used for holding the depressed part of the horizontal pole of a type kayser for the type kayser that rolls over inserts first template body and second template body rear surface is the parallel and level all the time, makes things convenient for the stack of other templates in the third direction.
As shown in fig. 4, a flow chart of a construction method of the bearing platform formwork for building construction of the present invention includes the following steps:
step S1, after the first L-shaped sinking structure and the second L-shaped sinking structure are reversely matched, the first template body and the second template body are subjected to the wedging resistance of the first groove and the second protrusion and the wedging resistance of the second groove and the first protrusion in the first direction and are in a stable and fixed state in the first direction;
step S2, after the first L-shaped sinking structure and the second L-shaped sinking structure are reversely matched, the first sub-groove and the fourth sub-groove are matched and combined to form a first slot, the second sub-groove and the third sub-groove are matched and combined to form a second slot, and the first slot and the second slot are in a long strip shape when viewed from top; after the folding type clamping lock is inserted into the first slot and the second slot, the first template body and the second template body are stably fixed in the second direction due to the fact that the first inserting column is inserted into the first slot and the second inserting column is inserted into the second slot;
step S3, fixing the folding type latch with the first template body and the second template body through a first long screw capable of penetrating through the first thread groove and the third thread groove and a second long screw capable of penetrating through the second thread groove and the fourth thread groove, and simultaneously enabling the first template body and the second template body to be stably fixed in a third direction;
the first direction, the second direction and the third direction are perpendicular to each other to form a three-dimensional rectangular coordinate.
Preferably, the first template body and the second template body are further respectively provided with a T-shaped groove and a T-shaped protrusion in the third direction, and the T-shaped grooves and the T-shaped protrusions are used for template superposition in the third direction and can play a role in fixed butt joint.
The invention has the advantages that the concrete precast slab with the self-fastening effect replaces a brick masonry to serve as a bearing platform template with higher bearing capacity and strength, and the concrete precast slab template has a self-fastening tenon-and-mortise structure, can achieve the purposes of quick assembly and self-fastening, reduces the influence of the external environment on the bearing platform membrane, and greatly shortens the construction period. The invention aims to adopt a concrete precast slab as a bearing platform template, utilize a precast mould to finalize the design and manufacture the precast slab, and arrange tenon-and-mortise structures similar to wood structures at two ends of the slab, thereby eliminating the influence of later-stage rain wash soaking during on-site installation, and achieving the purpose of resisting the soil pressure between bearing platforms by improving the concrete strength grade per se and additionally arranging reinforcing steel bars in the slab, thereby ensuring the successful installation at one time and saving the construction period. The fixing device can realize stable fixing in three directions, two template bodies can be conveniently and fixedly connected through the folding type clamping lock, the inserting columns of the folding type clamping lock are respectively arranged on two sides of the cross rod in order to adapt to the connection of the two template bodies, the fixing in the first direction can be realized through the insertion of the folding type clamping lock, the cross rod is provided with a stretching force in the first direction, the protrusions and the grooves are assisted to be better fixed in the first direction, the inserting columns can be embedded into the inserting grooves, the stable fixing in the second direction is realized, the template bodies are provided with the concave parts, and the cross rod can be conveniently accommodated after the folding type clamping lock is inserted.
Claims (8)
1. The utility model provides a cushion cap template for construction which characterized in that: the die comprises a first die plate body, a first groove, a first bulge, a second die plate body, a second groove and a second bulge; the first groove is matched with the second protrusion, and the first protrusion is matched with the second groove;
the side edge of the first groove is provided with a first sub-groove, the side edge of the first bulge is provided with a second sub-groove, the side edge of the second groove is provided with a third sub-groove, the side edge of the second bulge is provided with a fourth sub-groove, the shapes and the sizes of the first sub-groove, the second sub-groove, the third sub-groove and the fourth sub-groove are the same, the first sub-groove is matched with the fourth sub-groove to form a first slot, and the second sub-groove is matched with the third sub-groove to form a second slot;
still include a book type kayser, a book type kayser includes that first post, horizontal pole, the second of inserting are inserted the post, first post setting of inserting is in one side of horizontal pole, the post setting is inserted at the horizontal pole opposite side to the second, first post that inserts can imbed first slot, the second insert the post can imbed the second slot.
2. The cap template for construction as set forth in claim 1, wherein: the folding type clamping lock comprises a first template body and a second template body, and is characterized in that the first template body further comprises a first thread groove, the second template body further comprises a second thread groove, the folding type clamping lock comprises a third thread groove and a fourth thread groove, the positions of the first thread groove and the third thread groove can be communicated, the positions of the second thread groove and the fourth thread groove can be communicated, a first long screw can penetrate through the first thread groove and the third thread groove, a second long screw can penetrate through the second thread groove and the fourth thread groove, and the folding type clamping lock is fixed with the first template body and the second template body.
3. The cap template for construction as set forth in claim 1, wherein: the end part of the first template body is provided with a first L-shaped sinking structure, the thickness of the first L-shaped sinking structure is smaller than that of other parts of the first template body, and the first groove and the first bulge are arranged on the first L-shaped sinking structure.
4. The cap template for construction as set forth in claim 3, wherein: the end of the second template body is provided with a second L-shaped sinking structure, the thickness of the second L-shaped sinking structure is smaller than that of other parts of the second template body, the second groove and the second protrusion are arranged on the second L-shaped sinking structure, and the first L-shaped sinking structure is reversely matched with the second L-shaped sinking structure.
5. The cap template for construction as set forth in claim 4, wherein: the folding type clamping lock is inserted into the first slot and the second slot from the direction perpendicular to the first L-shaped sinking structure of the first template body and the second L-shaped sinking structure of the second template body.
6. The cap template for construction as set forth in claim 5, wherein: when the first L-shaped sinking structure and the second L-shaped sinking structure are reversely matched, the first template body and the second template body are subjected to the wedging resistance of the first groove and the second protrusion and the wedging resistance of the second groove and the first protrusion in the first direction and are in a stable and fixed state in the first direction;
after the first L-shaped sinking structure and the second L-shaped sinking structure are reversely matched, the first sub-groove and the fourth sub-groove are matched and combined to form a first slot, the second sub-groove and the third sub-groove are matched and combined to form a second slot, and the first slot and the second slot are in a long strip shape in plan view; after the folding type clamping lock is inserted into the first slot and the second slot, the first template body and the second template body are stably fixed in the second direction due to the fact that the first inserting column is inserted into the first slot and the second inserting column is inserted into the second slot;
then, a first long screw can penetrate through the first threaded groove and the third threaded groove, a second long screw can penetrate through the second threaded groove and the fourth threaded groove, the folding type clamping lock is fixed with the first template body and the second template body, and meanwhile the first template body and the second template body can be stably fixed in a third direction;
the first direction, the second direction and the third direction are perpendicular to each other to form a three-dimensional rectangular coordinate.
7. The cap template for construction as set forth in claim 6, wherein: the side of first template body and second template body still forms including the cooperation and is used for holding the depressed part of the horizontal pole of a type kayser makes a type kayser inserts first template body and second template body rear surface is the parallel and level all the time, makes things convenient for the stack of other templates in the third direction.
8. A construction method of a cap template for construction according to any one of claims 1 to 7, comprising the steps of:
step S1, after the first L-shaped sinking structure and the second L-shaped sinking structure are reversely matched, the first template body and the second template body are subjected to the wedging resistance of the first groove and the second protrusion and the wedging resistance of the second groove and the first protrusion in the first direction and are in a stable and fixed state in the first direction;
step S2, after the first L-shaped sinking structure and the second L-shaped sinking structure are reversely matched, the first sub-groove and the fourth sub-groove are matched and combined to form a first slot, the second sub-groove and the third sub-groove are matched and combined to form a second slot, and the first slot and the second slot are in a long strip shape when viewed from top; after the folding type clamping lock is inserted into the first slot and the second slot, the first template body and the second template body are stably fixed in the second direction due to the fact that the first inserting column is inserted into the first slot and the second inserting column is inserted into the second slot;
step S3, fixing the folding type latch with the first template body and the second template body through a first long screw capable of penetrating through the first thread groove and the third thread groove and a second long screw capable of penetrating through the second thread groove and the fourth thread groove, and simultaneously enabling the first template body and the second template body to be stably fixed in a third direction;
the first direction, the second direction and the third direction are perpendicular to each other to form a three-dimensional rectangular coordinate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210651407.5A CN115045318B (en) | 2022-06-09 | 2022-06-09 | Bearing platform template for building construction |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210651407.5A CN115045318B (en) | 2022-06-09 | 2022-06-09 | Bearing platform template for building construction |
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| CN115045318B CN115045318B (en) | 2023-07-14 |
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Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20040139677A1 (en) * | 2002-12-03 | 2004-07-22 | Francesco Mulas | Modular system for building structures |
| CN111535347A (en) * | 2020-05-22 | 2020-08-14 | 上海宝冶集团有限公司 | Prefabricated slab tire membrane nested connection structure and construction method |
| CN212105093U (en) * | 2019-12-30 | 2020-12-08 | 中国二冶集团有限公司 | Concrete building form |
| CN213572995U (en) * | 2020-09-22 | 2021-06-29 | 中建八局第一建设有限公司 | Bearing platform precast concrete template structure |
-
2022
- 2022-06-09 CN CN202210651407.5A patent/CN115045318B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20040139677A1 (en) * | 2002-12-03 | 2004-07-22 | Francesco Mulas | Modular system for building structures |
| CN212105093U (en) * | 2019-12-30 | 2020-12-08 | 中国二冶集团有限公司 | Concrete building form |
| CN111535347A (en) * | 2020-05-22 | 2020-08-14 | 上海宝冶集团有限公司 | Prefabricated slab tire membrane nested connection structure and construction method |
| CN213572995U (en) * | 2020-09-22 | 2021-06-29 | 中建八局第一建设有限公司 | Bearing platform precast concrete template structure |
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| Publication number | Publication date |
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| CN115045318B (en) | 2023-07-14 |
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