CN117266219A - Construction method of reinforced concrete structure of earthquake-resistant industrial factory building - Google Patents
Construction method of reinforced concrete structure of earthquake-resistant industrial factory building Download PDFInfo
- Publication number
- CN117266219A CN117266219A CN202311416632.1A CN202311416632A CN117266219A CN 117266219 A CN117266219 A CN 117266219A CN 202311416632 A CN202311416632 A CN 202311416632A CN 117266219 A CN117266219 A CN 117266219A
- Authority
- CN
- China
- Prior art keywords
- groove
- cutting
- driving
- foundation
- reinforced concrete
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 33
- 238000010276 construction Methods 0.000 title claims abstract description 19
- RKTYLMNFRDHKIL-UHFFFAOYSA-N copper;5,10,15,20-tetraphenylporphyrin-22,24-diide Chemical group [Cu+2].C1=CC(C(=C2C=CC([N-]2)=C(C=2C=CC=CC=2)C=2C=CC(N=2)=C(C=2C=CC=CC=2)C2=CC=C3[N-]2)C=2C=CC=CC=2)=NC1=C3C1=CC=CC=C1 RKTYLMNFRDHKIL-UHFFFAOYSA-N 0.000 claims abstract description 4
- 230000000149 penetrating effect Effects 0.000 claims abstract description 4
- 238000000034 method Methods 0.000 claims description 20
- 230000008569 process Effects 0.000 claims description 16
- 230000009471 action Effects 0.000 claims description 14
- 239000002689 soil Substances 0.000 claims description 10
- 230000005540 biological transmission Effects 0.000 claims description 6
- 238000001125 extrusion Methods 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 4
- 238000007789 sealing Methods 0.000 claims description 3
- 239000004567 concrete Substances 0.000 description 8
- 239000012535 impurity Substances 0.000 description 6
- 238000003825 pressing Methods 0.000 description 4
- 230000005484 gravity Effects 0.000 description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 230000037237 body shape Effects 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 230000008859 change Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/01—Flat foundations
- E02D27/016—Flat foundations made mainly from prefabricated concrete elements
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/08—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against transmission of vibrations or movements in the foundation soil
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Foundations (AREA)
Abstract
The invention relates to the technical field of reinforced concrete structures, in particular to a construction method of a reinforced concrete structure of an anti-seismic industrial factory building; comprises a basic body; the foundation body is of a reinforced concrete structure; the basic body is tetragonal; two adjacent side walls of the basic body are provided with male connection strips; the male connecting strip is strip-shaped and is arranged along the vertical direction of the side wall of the foundation body; the other two adjacent side walls of the base body are provided with female connecting grooves; is vertically arranged along the side wall of the foundation body in a penetrating way; the cross sections of the male connecting strip and the female connecting strip are in a convex shape; the male connecting strips and the female connecting grooves on the opposite side walls of the foundation body are correspondingly arranged; according to the invention, the male connecting strips and the female connecting grooves on the foundation body are correspondingly arranged, so that a plurality of foundation bodies can be spliced and combined into a required shape through the male connecting strips and the female connecting grooves, and then, the upright posts with different types and weights are used.
Description
Technical Field
The invention relates to the technical field of reinforced concrete structures, in particular to a construction method of a reinforced concrete structure of an anti-seismic industrial factory building.
Background
The earthquake-resistant industrial factory building generally adopts a reinforced concrete structure, and the structure has stronger earthquake resistance and bearing capacity and is suitable for being used in areas with frequent earthquakes. The following are general structural forms and features of reinforced concrete structures: posts, beams, roofs, floors, and foundations; the foundation of an industrial plant is the main part of bearing the weight and seismic forces of the whole building, and a deep foundation or a shallow foundation is generally adopted. The design of the foundation needs to consider geological conditions and the load of the building, so that the stability and the safety of the factory building are ensured.
The upright posts are usually required to be installed on the basis of the earthquake-resistant industrial factory building, the types of the upright posts are more, and the body shape and the shape of the foundation are set according to the types of the upright posts so as to meet the supporting requirements of the upright posts; the foundation is usually constructed by manual operation, a template is erected on a construction site, reinforcing steel bars are bound, bolts are embedded, concrete is poured and maintained, and an upright post can be installed after the foundation concrete reaches the design strength;
the in-situ casting efficiency is low and the pollution to the environment is large; in order to follow the improvement of technology, more and more constructors can select the prefabricated foundation, but for the prefabricated foundation, the specification shape of the foundation is fixed, and the change of the foundation shape can not be carried out according to the requirement of the on-site upright post, so that the practicability is lower.
In view of the above, the present invention provides a construction method for reinforced concrete structures of anti-seismic industrial plants, which solves the above technical problems.
Disclosure of Invention
In order to make up the defects of the prior art, the invention provides a construction method of a reinforced concrete structure of an anti-seismic industrial factory building, and the invention enables a plurality of foundation bodies to be spliced and combined into a required shape through the male connecting strips and the female connecting grooves by arranging the male connecting strips and the female connecting grooves on the foundation bodies correspondingly, so that the upright posts with different types and weights are used, and meanwhile, the construction method has the characteristics of high construction efficiency and convenience in operation.
The technical scheme adopted for solving the technical problems is as follows: the invention relates to a reinforced concrete structure of an anti-seismic industrial factory building, which comprises a foundation body; the foundation body is of a reinforced concrete structure; the basic body is tetragonal; two adjacent side walls of the basic body are provided with male connection strips; the male connecting strip is strip-shaped and is arranged along the vertical direction of the side wall of the foundation body; the other two adjacent side walls of the base body are provided with female connecting grooves; the female connecting groove is strip-shaped and vertically penetrates through the side wall of the base body; the cross sections of the male connecting strip and the female connecting strip are in a convex shape; the male connecting strips and the female connecting grooves on the opposite side walls of the foundation body are correspondingly arranged;
the male connection strip on one of the foundation bodies can be inserted along the female connection groove on the other foundation body in the vertical direction; the female connection groove on one of the base bodies can be inserted by the male connection strip on the other base body in the vertical direction.
Preferably, a driving groove is formed in the center of the upper surface of the base body; the driving groove is connected with the driving block in a sliding way; a slot is arranged on one surface, far away from the driving block, of the driving groove and the male connecting strip in a penetrating way; the inserting groove is movably connected with an inserting strip; one end of the cutting extends to the inner side of the driving groove, and a first inclined surface is obliquely arranged upwards; the other end of the cutting is positioned at the inner side of the slot in the initial state; the female connecting groove is provided with a clamping groove close to the groove wall of the driving block and corresponding to the slot; the other end of the cutting on one base body can be inserted into the clamping groove on the other base body.
Preferably, the clamping grooves are multiple; the clamping grooves are vertically and uniformly distributed along the length direction of the female connecting groove; the other end of the cutting on one base body can be inserted into a corresponding clamping groove on the other base body.
Preferably, the slot wall of the slot is provided with a chute; the sliding chute is connected with the sliding block in a sliding way; one surface of the sliding block, which is far away from the driving block, is connected with the wall of the chute through a second spring; the sliding block is fixedly connected with the outer wall of the cutting; a locking groove is formed in one surface of the driving block, which is close to the male connecting strip; the locking groove corresponds to the slot position after the driving block moves downwards; one end of the cutting is moved back and inserted into the corresponding locking groove under the action of the elastic force of the second spring.
Preferably, the upper surface of the base body is provided with a vertical groove; the number of the vertical grooves is two; the vertical grooves are positioned right above the corresponding slots and are communicated with each other; the vertical groove is vertically and movably connected with a vertical bar; a second inclined plane is obliquely arranged at the lower end of the vertical bar towards one side of the driving groove; a plurality of inverted triangular grooves are uniformly formed in the upper surface of the cutting close to the vertical grooves; the triangular groove is in transmission with the second inclined plane; the triangular grooves are distributed along the length direction of the cutting; the vertical bar can be pushed to move upwards in the process of moving the cutting towards the outer side of the foundation body.
Preferably, a third inclined plane is obliquely arranged at one side of the lower end of the vertical bar, which is opposite to the driving groove, downwards; the triangular groove is in transmission with the third inclined plane; the area of the groove wall, which is in contact with the third inclined surface, of the triangular groove is larger than that of the third inclined surface; the vertical bars are pressed and move downwards and can extrude the groove walls of the triangular grooves to drive the cutting bars to be far away from the corresponding driving grooves; the lower end of the vertical bar is positioned at the upper position of the groove wall of the triangular groove under the state that the cutting is locked to the adjacent foundation body; the lower surface of the driving block is connected with the bottom of the driving groove through a first spring.
Preferably, the upper surface of the driving block is not higher than the notch of the driving groove under the condition that one end of the inserted strip is inserted into the locking groove; the driving block is in sliding sealing connection with the driving groove; the bottom of the driving groove is communicated with the bottoms of the clamping grooves through air holes.
The construction method of the reinforced concrete structure of the anti-seismic industrial factory building is suitable for the reinforced concrete structure of the anti-seismic industrial factory building, and comprises the following steps:
s1: after prefabricating the foundation body by using reinforced concrete materials, transporting the foundation body to a construction building site of an anti-seismic industrial factory building, selecting the number of the foundation bodies and the spliced shape according to the types of upright columns required to be carried by the foundation bodies and the weight of the upright columns, and determining the number of the foundation bodies required to be used;
s2: placing a plurality of foundation bodies on the soil surface, vertically sliding in the adjacent foundation bodies by utilizing the male connecting strips and the female connecting grooves to realize connection, and knocking the foundation bodies so that the extrusion bodies are mutually staggered in the vertical direction and are suitable for the supported soil;
s3: pressing the driving block to overcome the movement of the first spring in the driving groove, and enabling the driving block to squeeze the cutting to move away from the driving groove, wherein the lower surface of the driving block passes through the slot and the cutting in the process of continuously moving down the driving block; the other end of the cutting is inserted into the clamping groove on the adjacent foundation body under the movement of the cutting, under the condition that the locking groove is aligned with the slot, one end of the cutting can be moved back to be inserted into the locking groove under the action of the second spring, and finally the stand column is placed and connected on the upper surface of the complete foundation body.
The beneficial effects of the invention are as follows:
1. according to the invention, the male connecting strips and the female connecting grooves on the foundation body are correspondingly arranged, so that a plurality of foundation bodies can be spliced and combined into a required shape through the male connecting strips and the female connecting grooves, and then, the upright posts with different types and weights are used.
2. According to the invention, the first inclined surface at one end of the cutting is extruded to move along the direction of the slot away from the driving slot, and the other end of the cutting is inserted into the corresponding clamping slot on the adjacent foundation body under the condition that the cutting moves, so that the vertical direction of the male connecting strip and the female connecting slot is locked, and the connection of the two adjacent foundation bodies is completed, so that a plurality of foundation bodies are connected to form a whole.
3. According to the invention, the locking groove on the outer wall of the driving block is aligned with one end of the slot or the cutting, so that one end of the cutting is pushed to move back and insert into the locking groove under the action of elastic force by the second spring, the driving block is locked, the driving block cannot move upwards in the driving groove, the state that the cutting is extruded towards the outer side of the foundation body by the driving block is kept, and the connection stability of two adjacent foundation bodies is improved.
Drawings
The invention will be further described with reference to the drawings and embodiments.
FIG. 1 is a perspective view of a concrete structure of the present invention;
FIG. 2 is a view showing a concrete structure combined state in the present invention;
FIG. 3 is a front cross-sectional view of a concrete structure construction in accordance with the present invention;
fig. 4 is an enlarged view at a in fig. 3;
fig. 5 is an enlarged view at B in fig. 3;
FIG. 6 is a cross-sectional view of the concrete structure of the present invention after construction;
fig. 7 is an enlarged view at C in fig. 6;
fig. 8 is an enlarged view at D in fig. 6;
FIG. 9 is a flow chart of a method of the present invention.
In the figure: the base body 1, the male connecting strip 11, the female connecting groove 12, the driving groove 13, the slot 14, the clamping groove 15, the sliding groove 16, the vertical groove 17, the air hole 18, the driving block 2, the locking groove 21, the first spring 22, the cutting 3, the first inclined surface 31, the triangular groove 32, the sliding block 4, the second spring 41, the vertical strip 5, the second inclined surface 51 and the third inclined surface 52.
Detailed Description
The invention is further described in connection with the following detailed description in order to make the technical means, the creation characteristics, the achievement of the purpose and the effect of the invention easy to understand.
As shown in fig. 1 to 9, the present invention is described in detail in the following embodiments:
example 1: a reinforced concrete structure of an anti-seismic industrial factory building comprises a foundation body 1; the foundation body 1 is of a reinforced concrete structure; the basic body 1 is tetragonal; two adjacent side walls of the base body 1 are provided with male connection strips 11; the male connection strip 11 is strip-shaped and is arranged along the vertical direction of the side wall of the base body 1; the other two adjacent side walls of the base body 1 are provided with female connecting grooves 12; the female connecting groove 12 is long and vertically penetrates through the side wall of the base body 1; the cross sections of the male connecting strip 11 and the female connecting strip are in a convex shape; the male connection strips 11 and the female connection grooves 12 on the opposite side walls of the base body 1 are correspondingly arranged;
the male connection strip 11 on one of the base bodies 1 can be inserted in the vertical direction along the female connection groove 12 on the other base body 1; the female connection groove 12 on one of the base bodies 1 can be inserted by the male connection bar 11 on the other base body 1 in the vertical direction;
when the anti-seismic industrial factory building works, the upright posts are usually required to be installed on the basis of the anti-seismic industrial factory building, the types of the upright posts are more, and the body shape and the shape of the foundation are set according to the types of the upright posts so as to meet the supporting requirements of the upright posts; the foundation is usually constructed by manual operation, a template is erected on a construction site, reinforcing steel bars are bound, bolts are embedded, concrete is poured and maintained, and an upright post can be installed after the foundation concrete reaches the design strength; the in-situ casting efficiency is low and the pollution to the environment is large; in order to select a prefabricated foundation along with the improvement of technology, more and more constructors can select the prefabricated foundation, but the specification and the shape of the foundation are fixed for the prefabricated foundation, the change of the foundation shape can not be carried out according to the requirements of the on-site upright post, and the practicability is low;
the invention can be used for prefabricating foundation bodies 1 by utilizing reinforced concrete materials, then transporting the foundation bodies 1 to a construction site of an anti-seismic industrial factory building, then selecting the number of foundation bodies 1 and the spliced shape according to the type of stand columns needed to be borne by the foundation bodies 1 and the weight of the stand columns, taking adjacent combination of the foundation bodies 1 as an example, transporting a plurality of foundation bodies 1 to the soil surface needed to be placed under the condition that the splicing of the adjacent foundation bodies 1 is confirmed, taking one foundation body 1 as the center under the condition that the soil surface is compacted and not collapsed and sagged, splicing the rest foundation bodies 1 on four sides of the first foundation body 1 respectively, specifically inserting a male joint strip 11 or a female joint strip 11 on the spliced foundation body 1 into a female joint strip 12 or a male joint strip 11 on the foundation body 1 to be spliced, so as to finish the connection of the adjacent two foundation bodies 1, and so on, in order to ensure that the adjacent foundation bodies 1 form a whole, glue can be smeared on the surface of the male joint strip 11 or the female joint strip 12, specifically, the foundation bodies 1 can be spliced on the surface, and the foundation bodies 1 can be placed on the surface according to requirements after the combination;
according to the invention, the male connecting strips 11 and the female connecting grooves 12 on the foundation body 1 are correspondingly arranged, so that a plurality of foundation bodies 1 can be spliced and combined into a required shape through the male connecting strips 11 and the female connecting grooves 12, and further, the upright posts with different types and weights are used.
Example 2, this example differs from example 1 in that:
the center of the upper surface of the base body 1 is provided with a driving groove 13; the driving groove 13 is connected with the driving block 2 in a sliding way; a slot 14 is arranged on one surface of the driving groove 13, which is far away from the driving block 2, and the male connecting strip 11 in a penetrating way; the slot 14 is internally and movably connected with the cutting 3; one end of the cutting 3 extends to the inner side of the driving groove 13, and is provided with a first inclined surface 31 in an upward inclined manner; the other end of the cutting 3 is positioned at the inner side of the slot 14 in the initial state; a clamping groove 15 is formed in the position, close to the driving block 2, of the female connecting groove 12, corresponding to the slot 14; the other end of the cutting 3 on one of the base bodies 1 can be inserted into the clamping groove 15 on the other base body 1.
In this embodiment, the number of the clamping grooves 15 is plural; the clamping grooves 15 are vertically and uniformly distributed along the length direction of the female connecting groove 12; the other end of the cutting 3 on one of the base bodies 1 can be inserted into the corresponding clamping groove 15 on the other base body 1.
In this embodiment, a chute 16 is disposed on the wall of the slot 14; the sliding groove 16 is connected with the sliding block 4 in a sliding way; the surface of the sliding block 4, which is far away from the driving block 2, is connected with the wall of the chute 16 through a second spring 41; the sliding block 4 is fixedly connected with the outer wall of the cutting 3; a locking groove 21 is formed in one surface of the driving block 2, which is close to the male connecting strip 11; the locking groove 21 corresponds to the position of the slot 14 after the driving block 2 moves downwards; one end of the cutting 3 is moved back and inserted into the corresponding locking groove 21 under the action of the elastic force of the second spring 41;
when the foundation body 1 is spliced and combined into a required shape through the male connecting strip 11 and the female connecting groove 12, a constructor can squeeze one of the driving blocks 2, the driving block 2 is pressed and moves close to the bottom of the corresponding driving groove 13, the driving block 2 extrudes the first inclined surface 31 at one end of the corresponding cutting strip 3, the first inclined surface 31 at one end of the cutting strip 3 moves along the direction of the slot 14 away from the driving groove 13 under the extrusion condition, the other end of the cutting strip 3 is inserted into the corresponding clamping groove 15 on the adjacent foundation body 1 under the condition that the cutting strip 3 moves, so that the male connecting strip 11 and the female connecting groove 12 are locked in the vertical direction, and then the connection of the adjacent two foundation bodies 1 is completed, and the foundation bodies 1 are connected to form a whole; the sliding block 4 in the sliding groove 16 is driven to move in the moving process of the cutting 3, the sliding block 4 can extrude the second spring 41 in the moving process of moving away from the corresponding driving block 2, so that the second spring 41 needs to be overcome under the extrusion condition of the cutting 3 by the driving block 2, along with the continuous compression of the driving block 2, the lower surface of the driving block 2 can cross one end of the cutting 3 and the slot 14, so that one end of the cutting 3 is abutted against the outer wall of the driving block 2 under the action of the elasticity of the second spring 41, along with the downward movement of the driving block 2 again, the locking groove 21 on the outer wall of the driving block 2 is aligned with one end of the slot 14 or the cutting 3, the second spring 41 can push one end of the cutting 3 to move back into the locking groove 21 under the action of the elasticity, the locking of the driving block 2 is realized, so that the driving block 2 cannot move upwards in the driving groove 13, the state that the driving block 2 extrudes the cutting 3 towards the outer side of the foundation body 1 is kept, the depth of the locking groove 21 is smaller than the length of the other end of the cutting 3, which extends out of the slot 14, so that one end of the cutting 3 can be inserted into the locking groove 21, and the other end of the adjacent foundation 1 is inserted into the locking groove 15;
in this embodiment, under the condition that the soil surface is uneven, the adjacent foundation body 1 can stagger in the vertical direction under different degrees after being connected with the female connecting groove 12 through the male connecting strip 11, so that the adjacent foundation body 1 is more attached to the soil surface after being combined into a whole, the stability of the foundation body 1 is improved, under the condition that the adjacent foundation body 1 staggers in the vertical direction, as the clamping grooves 15 are multiple and are vertically and uniformly distributed along the length direction of the female connecting groove 12, the other end of the cutting 3 can be inserted into the corresponding clamping groove 15, and the connection of the two adjacent foundation bodies 1 is realized.
Example 3, this example differs from example 2 in that:
the upper surface of the base body 1 is provided with a vertical groove 17; the number of the vertical grooves 17 is two; the vertical grooves 17 are positioned right above the corresponding slots 14 and are communicated with each other; the vertical groove 17 is vertically and movably connected with the vertical bar 5; a second inclined plane 51 is obliquely arranged at the lower end of the vertical bar 5 downwards towards one side of the driving groove 13; a plurality of inverted triangular grooves 32 are uniformly formed in the upper surface of the cutting 3 at positions close to the vertical grooves 17; the triangular groove 32 is in bevel transmission with the second bevel 51; a plurality of triangular grooves 32 are distributed along the length direction of the cutting 3; the vertical bar 5 can be pushed to move upwards in the process of moving the cutting 3 towards the outer side of the base body 1.
In this embodiment, a third inclined surface 52 is obliquely disposed at the lower end of the vertical bar 5 facing away from the driving slot 13; the triangular groove 32 is in bevel transmission with the third bevel 52; the area of the groove wall of the triangular groove 32, which is contacted with the third inclined surface 52, is larger than that of the third inclined surface 52; the vertical bar 5 is pressed to move downwards and can squeeze the groove wall of the triangular groove 32 to drive the cutting 3 to be far away from the corresponding driving groove 13; the lower end of the vertical bar 5 is positioned at the upper position of the groove wall of the triangular groove 32 under the state that the cutting 3 locks the adjacent foundation body 1; the lower surface of the driving block 2 is connected with the bottom of the driving groove 13 through a first spring 22;
when the device works, after the adjacent foundation bodies 1 are connected with the female connecting groove 12 through the male connector, constructors can squeeze the driving block 2 to move downwards in the driving groove 13; the driving block 2 overcomes the elasticity of the first spring 22 in the process of moving downwards under pressure, the driving block 2 can extrude the first inclined surface 31 at one end of the cutting 3, the first inclined surface 31 at one end of the cutting 3 can drive the cutting 3 to move along the slot 14 under pressure, the plurality of inverted triangular grooves 32 can be driven to synchronously move away from the driving groove 13 in the process of moving the cutting 3, the plurality of triangular grooves 32 pass through the vertical groove 17 in the moving process, the lower end of the vertical bar 5 in the vertical groove 17 is positioned in one of the triangular grooves 32 under the action of gravity, the second inclined surface 51 at the lower end of the vertical bar 5 is extruded by the groove wall of the triangular groove 32 in the moving process of the plurality of triangular grooves 32, the vertical bar 5 moves upwards along the vertical groove 17 under the extrusion of the groove wall of the triangular groove 32, the vertical bar 5 moves under the gravity of the vertical groove 17 under the matching of the self after the next triangular groove 32 is aligned with the vertical groove 17, so the vertical bar 5 can move up and down in the vertical groove 17, when the constructor observes that the back and forth movement of the vertical bar 5 indicates that the corresponding cutting bar 3 moves in the slot 14, so as to prompt the constructor, and judges whether the adjacent foundation bodies 1 are connected according to the moving state of the vertical bar 5, namely, under the condition that the vertical bar 5 does not move up and down along with the downward movement of the driving block 2, the adjacent foundation bodies 1 are locked, along with the other end of the cutting bar 3 inserted into the clamping groove 15 on the adjacent foundation bodies 1, and after one end of the cutting bar 3 is inserted into the corresponding locking groove 21, the lower end of the vertical bar 5 is positioned at the position close to the groove wall of the triangular groove 32, so that under the condition that the two adjacent foundation bodies 1 need to be released, the two vertical bars 5 on the same foundation body 1 need to be pressed simultaneously, the two vertical bars 5 can drive the third inclined surface 52 to squeeze the corresponding triangular groove 32 in the pressing process, therefore, the downward movement of the vertical bars 5 can drive the cutting bars 3 to move away from the driving grooves 13, one end of each cutting bar 3 moves out of the corresponding locking groove 21 under the condition that the vertical bars 5 are moved downward and extruded, only one end of each cutting bar 3 moves out of the corresponding locking groove 21 on the driving block 2 under the condition that the two vertical bars 5 are simultaneously moved downward, so that the driving block 2 moves upward in the driving grooves 13 under the action of the elastic force of the first springs 22 under the condition that one end of each cutting bar 3 is unlocked, the lower surface of each driving block 2 moves upward to pass through the slots 14, then the two vertical bars 5 are loosened, the cutting bars 3 move along with the driving grooves 13 under the condition that the second springs 41 push the sliding blocks 4 to slide in the sliding grooves 16, the other end of each cutting bar 3 is separated from the corresponding locking grooves 15 on the adjacent foundation bodies 1, unlocking of the adjacent two foundation bodies 1 is realized, whether the vertical bars 5 move upward and downward under the action of the elastic force of the first springs 22 is carried out by the triangular grooves 32 in the matching of the vertical bars 5 in the moving process of the cutting bars 3, and if the vertical bars 5 move upward and downward, the adjacent cutting bars 3 are completely in the moving direction, and the second springs 1 are not required to be loosened, and the foundation body 1 is in the opposite directions, and the situation that the cutting bars 1 need to be loosened is reset when the adjacent to the cutting bars 1 is moved; the vertical bar 5 has the prompting purpose and also has the unlocking purpose; after the two adjacent foundation bodies 1 are unlocked, the foundation bodies can be replaced or recycled; the upper limit position of the upper end of the vertical bar 5 in the embodiment is lower than the notch of the upper end of the vertical groove 17, so that the upper end of the vertical bar 5 is not easily touched by other objects in the vertical groove 17, the adjacent foundation body 1 is not easily unlocked, and the connection stability of the adjacent foundation body 1 is improved.
Example 4, this example differs from example 3 in that:
the upper surface of the driving block 2 is not higher than the notch of the driving groove 13 under the condition that one end of the inserted strip 3 is inserted into the locking groove 21; the driving block 2 is in sliding sealing connection with the driving groove 13; the bottoms of the driving grooves 13 are communicated with the bottoms of the clamping grooves 15 through air holes 18; during operation, the driving block 2 is pressed to press gas in the driving groove 13 in the downward moving process of the driving groove 13, so that the gas in the driving groove 13 can enter a plurality of clamping grooves 15 along the air holes 18, impurities in the clamping grooves 15 can be blown away, the impurities in the clamping grooves 15 are prevented from affecting the entering of corresponding cutting bars 3, the impurities in the embodiment are fine impurities such as dust, the impurities can flow along gaps between the male connecting strip 11 and the female connecting groove 12 under the action of air flow, the impurities in the gaps between the male connecting strip 11 and the female connecting groove 12 are also blown away, the upper surfaces of the driving blocks 2 are also smoothly blown away, so that the male connecting strip 11 and the female connecting groove 12 move up and down, adjacent foundation bodies 1 can be vertically staggered better under the action of self gravity, a guide surface can be arranged at the other end of each cutting bar 3, the cutting bar 3 can smoothly enter the corresponding clamping groove 15, one end of each cutting bar 3 is locked after being inserted into the corresponding locking groove 21, the upper surfaces of the driving blocks 2 are not higher than the gaps of the driving block 13, the upper surfaces of the driving blocks 2 are prevented from affecting the driving blocks 2, and the driving blocks 2 are prevented from being pressed down, and stable and further, and the stability of the driving blocks 2 are prevented from being influenced; in the process of upward moving and resetting of the driving block 2, external gas can enter the clamping groove 15 and the air hole 18 along the gap between the male connecting strip 11 and the female connecting groove 12 to enter the driving groove 13.
All the elements in the present application can be assembled after the base body 1 is prefabricated in half and finally glued, the assembly method is not exclusive;
example 5:
the construction method of the reinforced concrete structure of the anti-seismic industrial factory building is suitable for the reinforced concrete structure of the anti-seismic industrial factory building, and comprises the following steps:
s1: after prefabricating the foundation body 1 by using reinforced concrete materials, transporting the foundation body 1 to a construction building site of an anti-seismic industrial factory building, selecting the number of the foundation bodies 1 and the spliced shape according to the type of the stand column required to be borne by the foundation body 1 and the weight of the stand column, and determining the number of the foundation bodies 1 required to be used;
s2: placing a plurality of foundation bodies 1 on the soil surface, vertically sliding in the male connecting strips 11 and the female connecting grooves 12 by the adjacent foundation bodies 1 to realize connection, and knocking the foundation bodies 1 so that the extrusion bodies are mutually staggered in the vertical direction and are suitable for the supported soil;
s3: pressing the driving block 2 against the first spring 22 to move in the driving groove 13, and pressing the cutting 3 by the driving block 2 to move away from the driving groove 13, wherein the lower surface of the driving block 2 passes through the slot 14 and the cutting 3 in the process of continuously moving the driving block 2 downwards; the other end of the cutting 3 is inserted into the clamping groove 15 on the adjacent foundation body 1 under the movement of the cutting 3, under the condition that the locking groove 21 is aligned with the inserting groove 14, one end of the cutting 3 can be moved back to be inserted into the locking groove 21 under the action of the second spring 41, and finally, the upright post is placed and connected on the upper surface of the complete foundation body 1.
In the description of the present invention, it should be noted that the terms "center", "longitudinal", "lateral", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in fig. 1, are merely for convenience in describing the present invention and simplifying the description, and do not indicate or imply that the apparatus or element in question must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the scope of the present invention, and furthermore, the terms "first", "second", "third", etc. are merely used for distinguishing the description, and should not be construed as indicating or implying relative importance.
The foregoing has shown and described the basic principles, principal features and advantages of the invention. It will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, and that the above embodiments and descriptions are merely illustrative of the principles of the present invention, and various changes and modifications may be made without departing from the spirit and scope of the invention, which is defined in the appended claims. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (8)
1. A reinforced concrete structure of an anti-seismic industrial factory building comprises a foundation body (1); the foundation body (1) is of a reinforced concrete structure; the method is characterized in that: the basic body (1) is tetragonal; two adjacent side walls of the basic body (1) are provided with male connection strips (11); the male connecting strip (11) is strip-shaped and is arranged along the vertical direction of the side wall of the base body (1); a female connecting groove (12) is formed in the other two adjacent side walls of the base body (1); the female connecting groove (12) is in a strip shape and vertically penetrates through the side wall of the base body (1); the cross sections of the male connecting strip (11) and the female connecting strip are in a convex shape; the male connecting strips (11) and the female connecting grooves (12) on the opposite side walls of the base body (1) are correspondingly arranged;
the male connection strip (11) on one of the base bodies (1) can be inserted along the female connection groove (12) on the other base body (1) in the vertical direction; the female connection groove (12) on one of the base bodies (1) can be inserted in the vertical direction by the male connection strip (11) on the other base body (1).
2. The reinforced concrete structure of an earthquake-resistant industrial plant as set forth in claim 1, wherein: a driving groove (13) is formed in the center of the upper surface of the base body (1); the driving groove (13) is slidably connected with the driving block (2); a slot (14) is arranged on one surface, far away from the driving block (2), of the driving groove (13) and the male connecting strip (11) in a penetrating way; the slot (14) is internally and movably connected with the cutting (3); one end of the cutting (3) extends to the inner side of the driving groove (13), and a first inclined surface (31) is obliquely arranged upwards; the other end of the cutting (3) is positioned at the inner side of the slot (14) in the initial state; a clamping groove (15) is formed in the position, close to the driving block (2), of the female connecting groove (12) and corresponding to the slot (14); the other end of the cutting (3) on one of the base bodies (1) can be inserted into the clamping groove (15) on the other base body (1).
3. The reinforced concrete structure of an earthquake-resistant industrial plant as set forth in claim 2, wherein: the number of the clamping grooves (15) is multiple; the clamping grooves (15) are vertically and uniformly distributed along the length direction of the female connecting groove (12); the other end of the cutting (3) on one base body (1) can be inserted into a corresponding clamping groove (15) on the other base body (1).
4. A reinforced concrete structure for an earthquake-resistant industrial plant as set forth in claim 3, wherein: the groove wall of the slot (14) is provided with a chute (16); the sliding groove (16) is connected with the sliding block (4) in a sliding way; one surface of the sliding block (4) far away from the driving block (2) is connected with the wall of the sliding groove (16) through a second spring (41); the sliding block (4) is fixedly connected with the outer wall of the cutting (3); a locking groove (21) is formed in one surface, close to the male connecting strip (11), of the driving block (2); the locking groove (21) corresponds to the position of the slot (14) along with the downward movement of the driving block (2); one end of the cutting (3) moves back and is inserted into the corresponding locking groove (21) under the action of the elastic force of the second spring (41).
5. The reinforced concrete structure of an earthquake-resistant industrial plant as set forth in claim 4, wherein: the upper surface of the base body (1) is provided with a vertical groove (17); the number of the vertical grooves (17) is two; the vertical grooves (17) are positioned right above the corresponding slots (14) and are communicated with each other; the vertical groove (17) is vertically and movably connected with the vertical bar (5); a second inclined surface (51) is obliquely arranged at the lower end of the vertical bar (5) towards one side of the driving groove (13) downwards; a plurality of inverted triangular grooves (32) are uniformly formed in the upper surface of the cutting (3) at positions close to the vertical grooves (17); the triangular groove (32) is in inclined plane transmission with the second inclined plane (51); the triangular grooves (32) are distributed along the length direction of the cutting (3); the vertical bar (5) can be pushed to move upwards in the process that the cutting (3) moves towards the outer side of the base body (1).
6. The reinforced concrete structure of an earthquake-resistant industrial plant of claim 5, wherein: a third inclined surface (52) is obliquely arranged at one side, which is back to the driving groove (13), of the lower end of the vertical bar (5) downwards; the triangular groove (32) is in inclined transmission with the third inclined surface (52); the area of the groove wall of the triangular groove (32) contacted with the third inclined surface (52) is larger than that of the third inclined surface (52); the vertical bar (5) can be pressed down to move to squeeze the wall of the triangular groove (32) to drive the cutting (3) to be far away from the corresponding driving groove (13); the lower end of the vertical bar (5) is positioned at the upper position of the groove wall of the triangular groove (32) under the state that the cutting (3) locks the adjacent foundation body (1); the lower surface of the driving block (2) is connected with the bottom of the driving groove (13) through a first spring (22).
7. The reinforced concrete structure of an earthquake-resistant industrial plant as set forth in claim 6, wherein: the upper surface of the driving block (2) is not higher than the notch of the driving groove (13) under the condition that one end of the inserted strip (3) is inserted into the locking groove (21); the driving block (2) is in sliding sealing connection with the driving groove (13); the bottoms of the driving grooves (13) are communicated with the bottoms of the clamping grooves (15) through air holes (18).
8. A construction method of a reinforced concrete structure of an earthquake-resistant industrial plant, which is applicable to the reinforced concrete structure of an earthquake-resistant industrial plant as claimed in claim 7, and is characterized in that: the method comprises the following steps:
s1: after prefabricating the foundation body (1) by using reinforced concrete materials, transporting the foundation body (1) to a construction site of an anti-seismic industrial factory building, selecting the number of the foundation bodies (1) and the spliced shape according to the type of the stand column required to be borne by the foundation body (1) and the weight of the stand column, and determining the number of the foundation bodies (1) required to be used;
s2: placing a plurality of foundation bodies (1) on the soil surface, vertically sliding in the female connecting grooves (12) by utilizing the male connecting strips (11) to realize connection, and knocking the foundation bodies (1) so that the extrusion bodies are mutually staggered in the vertical direction and are suitable for the supported soil;
s3: the driving block (2) is pressed to overcome the movement of the first spring (22) in the driving groove (13), the driving block (2) extrudes the cutting (3) to move away from the driving groove (13), and the lower surface of the driving block (2) passes through the slot (14) and the cutting (3) in the continuous downward movement process of the driving block (2); the other end of the cutting (3) is inserted into the clamping groove (15) on the adjacent foundation body (1) under the movement of the cutting (3), one end of the cutting (3) can be moved back to be inserted into the clamping groove (21) under the action of the second spring (41) under the condition that the clamping groove (21) is aligned with the inserting groove (14), and finally the stand column is placed and connected on the upper surface of the complete foundation body (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202311416632.1A CN117266219B (en) | 2023-10-27 | 2023-10-27 | Construction method of reinforced concrete structure of earthquake-resistant industrial factory building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202311416632.1A CN117266219B (en) | 2023-10-27 | 2023-10-27 | Construction method of reinforced concrete structure of earthquake-resistant industrial factory building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN117266219A true CN117266219A (en) | 2023-12-22 |
| CN117266219B CN117266219B (en) | 2024-03-12 |
Family
ID=89214420
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202311416632.1A Active CN117266219B (en) | 2023-10-27 | 2023-10-27 | Construction method of reinforced concrete structure of earthquake-resistant industrial factory building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN117266219B (en) |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101615614B1 (en) * | 2015-11-06 | 2016-05-11 | 주식회사 제이비즈 | A construction method of a structure with modular retaining wall and double wall |
| CN216039255U (en) * | 2021-11-22 | 2022-03-15 | 江西绍雅玻璃制品有限公司 | Glass bottle annealing device |
| CN219060105U (en) * | 2022-12-30 | 2023-05-23 | 中电建十一局工程有限公司 | Building envelope assembled precast concrete basis |
-
2023
- 2023-10-27 CN CN202311416632.1A patent/CN117266219B/en active Active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101615614B1 (en) * | 2015-11-06 | 2016-05-11 | 주식회사 제이비즈 | A construction method of a structure with modular retaining wall and double wall |
| CN216039255U (en) * | 2021-11-22 | 2022-03-15 | 江西绍雅玻璃制品有限公司 | Glass bottle annealing device |
| CN219060105U (en) * | 2022-12-30 | 2023-05-23 | 中电建十一局工程有限公司 | Building envelope assembled precast concrete basis |
Also Published As
| Publication number | Publication date |
|---|---|
| CN117266219B (en) | 2024-03-12 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CA2477255A1 (en) | Building system, structure and method | |
| CN108222255B (en) | Full bolt assembled type connection node between side units of modular building | |
| CN111502082A (en) | Assembled inner partition wall and construction method thereof | |
| CN113338451A (en) | Assembly type structure adaptive to deformed steel pipe column and construction method thereof | |
| CN108999288B (en) | Prefabricated assembled beam column node | |
| CN117266219B (en) | Construction method of reinforced concrete structure of earthquake-resistant industrial factory building | |
| CA2650724A1 (en) | Wall structure with hollow plastic modules | |
| US20070261335A1 (en) | Precast construction method and apparatus for variable size elevated platform | |
| CN213174779U (en) | Dysmorphism post template reinforced structure | |
| CN111405932B (en) | Method for constructing dry type installation wall | |
| CN213805321U (en) | Compression-resistant plastic drainage plate | |
| CN212582697U (en) | A foundation ditch retaining structure for housing construction | |
| CN212956992U (en) | Cage structural unit of fabricated building and fabricated cage structural building | |
| CN211898331U (en) | Building concrete pipe pile | |
| KR100671463B1 (en) | Assemble Concrete Block for | |
| CN113235794A (en) | Assembled composite floor slab and construction method thereof | |
| CN110397164A (en) | A kind of two dimension prestressing assembled slab column system and its construction method | |
| CN114182936B (en) | Construction method of scaffold for slope of ultra-high steep rock slope | |
| CN216515659U (en) | Geotechnical engineering investigation is with rectangle supporting device | |
| CN216920361U (en) | Building foundation pit supporting precipitation device | |
| CN214615639U (en) | Rural assembled house | |
| CN216839851U (en) | Green energy-saving prestressed beam for building | |
| CN220868176U (en) | Building pile for building construction | |
| CN219862931U (en) | Semi-assembled arch retaining wall | |
| CN209873854U (en) | Assembled equipment foundation of power station |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 516211, No. 01 and 02, 12th Floor, Shenda Wealth Building, Shikengzi, Danshui, Huiyang District, Huizhou City, Guangdong Province Patentee after: Guangdong Bailixin Construction Engineering Co.,Ltd. Country or region after: China Address before: 516211, 6th Floor, No. 4-1 Danshui Chengxiu 1st Road, Huiyang District, Huizhou City, Guangdong Province Patentee before: Huizhou Bailixin Construction Engineering Co.,Ltd. Country or region before: China |