阅读说明：本技术 用于封闭式储料堆场的网架基础及高挡料墙的装配式结构 (Assembly type structure of net rack foundation and high material blocking wall for closed storage yard ) 是由 蒋波 李拨 刘国玖 张鹏程 孙运胜 魏荣 于 2021-08-20 设计创作，主要内容包括：本发明公开了一种用于封闭式储料堆场的网架基础及高挡料墙的装配式结构,属于装配式结构的技术领域,该装配式结构包括：基础单元、排架单元、底板单元和挡料单元；所述排架单元支承于所述基础单元的上方；所述底板单元布置于地基上,且底板单元与基础单元之间相互连接；所述挡料单元承载于底板单元上且与底板单元之间铰接连接,挡料单元与排架单元连接,并通过底板单元和排架单元共同为挡料单元提供支撑作用力；其中,通过基础单元、排架单元、底板单元和挡料单元之间相互连接,以达到将网架基础和高料挡墙作为一个装配整体结构,以满足建筑物的使用功能的目的。(The invention discloses an assembly type structure of a net rack foundation and a high material blocking wall for a closed storage yard, belonging to the technical field of assembly type structures, wherein the assembly type structure comprises: the device comprises a foundation unit, a bent frame unit, a bottom plate unit and a material blocking unit; the bent frame unit is supported above the base unit; the bottom plate unit is arranged on the foundation and is connected with the foundation unit; the material blocking unit is borne on the bottom plate unit and is hinged with the bottom plate unit, the material blocking unit is connected with the bent frame unit, and the material blocking unit and the bent frame unit jointly provide supporting acting force for the material blocking unit; wherein, interconnect through between basic unit, framed bent unit, bottom plate unit and the fender unit to reach and regard rack basis and high material retaining wall as an assembly overall structure, in order to satisfy the service function's of building purpose.)

1. The utility model provides a rack foundation and high assembled structure that keeps off material wall for closed storage yard which characterized in that, this assembled structure includes: the device comprises a foundation unit, a bent frame unit, a bottom plate unit and a material blocking unit;

the bent frame unit is supported above the base unit;

the bottom plate unit is arranged on the foundation and is connected with the foundation unit;

the material blocking unit is borne on the bottom plate unit and is hinged with the bottom plate unit, the material blocking unit is connected with the bent frame unit, and the material blocking unit and the bent frame unit jointly provide supporting acting force for the material blocking unit;

wherein, through interconnect between basic unit, bent unit, bottom plate unit and the fender unit to regard as an assembly overall structure with rack basis and high material retaining wall.

2. The fabricated structure of a net rack foundation and a high blocking wall for a closed storage yard according to claim 1, wherein the foundation unit comprises:

a plurality of pile foundations;

and the pile foundation bearing platforms are arranged on the pile foundation respectively, and a bearing platform beam is connected between every two adjacent pile foundation bearing platforms.

3. The fabricated structure of a net rack foundation and a high material blocking wall for a closed storage yard according to claim 2, wherein a connecting piece is embedded in each pile foundation bearing platform at a position corresponding to the bent frame unit, and the connecting piece is hinged with the bent frame unit.

4. The fabricated structure of a net rack foundation and a high dam wall for a closed storage yard according to claim 2, wherein the floor unit comprises:

an anti-skid bottom plate positioned in front of the base unit;

and the anti-sliding bearing arch is connected with the anti-sliding base plate into a whole and is connected between two adjacent pile foundation bearing platforms.

5. The fabricated structure of a net rack foundation and a high material blocking wall for a closed storage yard according to claim 4, wherein the side center line of the anti-sliding bottom plate coincides with the side center line of the anti-sliding bearing arch, and the anti-sliding bottom plate, the anti-sliding bearing arch and the pile foundation cap connected with the anti-sliding bearing arch are integrally cast.

6. The fabricated structure of a net rack foundation and a high dam wall for a closed storage yard according to claim 4, wherein the floor unit further comprises:

the two ends of each arched support piece are respectively connected to a pile foundation bearing platform, and a connecting piece is pre-embedded in each arched support piece and is hinged with the material blocking unit through the connecting piece;

at least one transverse straight supporting piece and one longitudinal straight supporting piece are arranged below the position of the arched supporting piece, and the transverse straight supporting piece is connected to the pile foundation bearing platform;

the arched supporting piece and the anti-sliding bottom plate are integrally poured.

7. The assembly structure of the net rack foundation and the high material blocking wall for the closed storage yard according to claim 4, wherein the anti-sliding bottom plate is horizontally or obliquely arranged on the surface of the foundation, a plurality of shearing resistant pieces are arranged below the anti-sliding bottom plate, each shearing resistant piece is arranged in parallel along the sliding direction of the anti-sliding bottom plate relative to the foundation, and the length direction of each shearing resistant piece is perpendicular to the sliding direction;

the anti-shearing piece and the anti-sliding bottom plate are integrally poured.

8. The fabricated structure of a net rack foundation and a high material blocking wall for a closed storage yard according to claim 1, wherein the bent unit comprises:

the multi-support-and-parallel combined type multi-support-and-parallel combined type multi-support-and vertical support is provided through the horizontal tie rods.

9. The fabricated structure of a net rack foundation and a high retaining wall for a closed storage yard according to claim 8, wherein the row supports comprise upright columns, inclined upright columns, transverse stiff beams, horizontal rods and inclined rods, the upright columns, the inclined upright columns and the transverse stiff beams jointly form a triangle, the triangle is divided by a plurality of horizontal rods and inclined rods arranged in the middle of the triangle to form a plurality of triangles, and the horizontal tie rods are connected to the top end parts of the upright columns, the intersection points of the upright columns and the inclined upright columns, the middle parts of the upright columns and the joints of the middle parts of the inclined upright columns and the horizontal rods.

10. The fabricated structure of a net rack foundation and a high retaining wall for a closed storage yard according to claim 9, wherein cross supports are provided between two horizontal tie bars located in the same longitudinal direction, and horizontal supports are provided between two horizontal tie bars located in the same transverse direction.

11. The fabricated structure of a net rack foundation and a high material blocking wall for a closed storage yard according to claim 9, wherein the horizontal tie bars are connected to upright columns and inclined upright columns through gusset plates, a T-shaped reinforcing assembly is arranged at a transition between each inclined upright column and each transverse stiff beam, a longitudinal stiff beam is connected between bottoms of two adjacent upright columns, and a T-shaped reinforcing assembly is arranged at a connection between each inclined upright column and each upright column.

12. The fabricated structure of a net rack foundation and a high material blocking wall for a closed storage yard according to claim 9, wherein the bottom ends of the upright posts and the inclined posts are provided with column feet and connected to the foundation unit through the column feet.

13. The fabricated structure of a net rack foundation and a high material blocking wall for a closed storage yard according to claim 9, wherein the top of the upright post is provided with a roofing structure connecting piece, and is connected with the support of the net rack through the roofing structure connecting piece and supports the net rack on the top of the upright post.

14. The assembly structure of a net rack foundation and a high material blocking wall for a closed storage yard according to claim 9, wherein the material blocking units are connected between the vertical columns of two adjacent support racks, the side walls of the vertical columns are symmetrically provided with connecting notches, and each connecting notch is connected with the material blocking unit through a connecting piece.

15. The assembly type structure of a net rack foundation and a high material blocking wall for a closed storage yard according to claim 1, wherein the material blocking unit comprises:

the stock stop prefabricated components are arranged along the longitudinal stack, and two sides of each stock stop prefabricated component are respectively connected to the bent frame units.

16. The assembly type structure of a net rack foundation and a high material blocking wall for a closed storage yard according to claim 14, wherein the material blocking prefabricated components are in a symmetrical arc shape, and two adjacent material blocking prefabricated components are fixedly connected through an intermediate connecting piece.

17. The assembly type structure for the net rack foundation and the high material blocking wall of the closed storage yard according to claim 15, wherein the material blocking prefabricated assembly comprises at least two arched material blocking plates, every two adjacent arched material blocking plates are connected through an inter-unit connecting piece, and the end parts of the arched material blocking plates are connected with the bent frame units through side connecting pieces.

Technical Field

The invention belongs to the technical field of an assembly type structure, and particularly relates to an assembly type structure for a net rack foundation and a high material blocking wall of a closed storage yard.

Background

The totally-enclosed storage shed building is mainly used for storing granular materials, factories which use the granular materials as main raw materials, semi-finished products or finished products have a large number of buildings, and the construction cost of the buildings greatly influences the construction of the factories due to large quantity of the granular materials, so that the selection of a safe, reasonable and economic technical scheme is very important.

The structure of the building generally comprises a fully-closed roof grid structure, a grid foundation, a high material blocking wall (the height of the material blocking wall generally exceeds 9m) and the like.

The external load (do not contain the structure dead weight) that acts on rack basis and high fender material wall mainly includes the support counter-force of rack, wind load, earthquake load, temperature load, the inhomogeneous settlement of ground, the ground counter-force to and the perpendicular and horizontal pressure of material.

The net rack foundation and the high material blocking wall are divided into two independent structures to respectively bear corresponding external loads, the net rack foundation mainly independently bears loads transmitted by a net rack support, the structure form is an independent foundation (or a double-pile foundation) with short columns, the material blocking wall mainly and independently bears loads transmitted by materials, the structure form is a cantilever type or counterfort type material blocking wall, and the foundation adopts a shallow foundation or a pile foundation.

With the rapid development of the economy in China, the production scale of a factory is enlarged, the volume or the weight of materials to be stored in the factory is larger and larger (part of storage shed is more than 150 ten thousand tons), and therefore, the building amount of the storage shed needs to be increased, namely, the size of the building and the height of a retaining wall need to be increased to meet the production requirement. For single buildings, with the increase of the building volume, the external load acting on the retaining wall and the net rack foundation will also increase, and when a certain limit is reached, the following technical problems will be faced in the traditional cast-in-place reinforced concrete scheme.

(1) The net rack foundation engineering quantity is large: because of the load operating mode of being used in on the rack foundation structure is many, and rack support counter-force is big, and the effect height of rack support counter-force improves along with the improvement of barricade height, leads to the internal force of structure great, and vertical component uses bending deformation to be the main, and the lateral displacement of short capital is great, for guaranteeing that the structure has sufficient bearing capacity and rigidity, and each structural component's of basis size is big, and the arrangement of reinforcement volume is big, and consequently the material use amount of basis is big.

(2) Changing a shallow foundation into a pile foundation: along with the increase of material and barricade height, stack on the bottom plate, the dead weight of unit area material grow gradually, when the average compressive stress of material and barricade dead weight effect on the ground is close shallow basic foundation bearing capacity, if adopt shallow basis, barricade bottom plate width will become very big, has surpassed the acceptance range, and at this moment, shallow basis scheme will no longer be reasonable, and the barricade basis needs to adopt the pile foundation.

(3) The pile foundation engineering quantity is big: for a common foundation, the horizontal bearing capacity of a pile foundation is low, the axial bearing capacity is generally high, in order to resist the horizontal lateral pressure of a material acting on a retaining wall and the horizontal earthquake shearing force of the material, more piles (which bear several times more than the axial internal force) need to be arranged to participate in shearing resistance and bending resistance so as to meet the requirement of the bearing capacity of the foundation, and the engineering quantity of the pile foundation is large.

(4) The conventional retaining wall structure has large engineering quantity: the conventional retaining wall structure formed by the plate units is characterized in that rigid connection is adopted for connecting the retaining wall side wall units and the bottom plate units, the plate units of the structure are mainly bent, along with the increase of the height of the retaining wall, the internal force of the plate units is large, the requirements on bearing capacity and rigidity can be met only by setting enough thickness and large reinforcement quantity for each structural plate unit of the retaining wall, and the material usage amount of the high retaining wall structure is large.

(5) The structure between the foundations is complex: the plane sizes of the independently designed net rack foundation and the retaining wall foundation are large, the two types of foundations generally have overlapping areas on the plane, the bottom elevations of the foundations are generally different, basic assumptions adopted in the design of the overlapping areas are difficult to conform to actual conditions, accurate numerical calculation cannot be carried out, the design difficulty is large, and the design of the areas can be strengthened only according to the experience of previous projects.

(6) The sealing performance of the structure is poor: due to construction precision and uneven deformation of the structure during production, gaps are generated between the material blocking structures, the sealing performance of the material blocking structures is insufficient, and during production, materials or dust in a storage yard overflow to cause certain environmental pollution.

(7) The construction difficulty is large: all structures are cast in situ, the workload of site construction is large along with the increase of the structure height, the construction quality is not easy to control, the construction period is long, the site resources are greatly occupied, and the environmental pollution is easy to generate.

Disclosure of Invention

In view of the above, in order to solve the above problems in the prior art, the present invention provides an assembly structure for a rack foundation and a high material retaining wall of a closed storage yard, so as to achieve the purpose of using the rack foundation and the high material retaining wall as an assembly integral structure to satisfy the use function of a building.

The technical scheme adopted by the invention is as follows: the utility model provides a rack foundation and high assembled structure that keeps off material wall for closed storage yard, this assembled structure includes: the device comprises a foundation unit, a bent frame unit, a bottom plate unit and a material blocking unit;

the bent frame unit is supported above the base unit;

the bottom plate unit is arranged on the foundation and is connected with the foundation unit;

the material blocking unit is borne on the bottom plate unit and is hinged with the bottom plate unit, the material blocking unit is connected with the bent frame unit, and the material blocking unit and the bent frame unit jointly provide supporting acting force for the material blocking unit;

wherein, interconnect through between basic unit, framed bent unit, bottom plate unit and the fender unit to reach and regard rack basis and high material retaining wall as an assembly overall structure, in order to satisfy the service function's of building purpose.

Further, the base unit includes:

a plurality of pile foundations;

and the pile foundation bearing platforms are arranged on the pile foundation respectively, and a bearing platform beam is connected between every two adjacent pile foundation bearing platforms.

Furthermore, a connecting piece is embedded in the position, corresponding to the bent frame unit, of each pile foundation bearing platform and is hinged with the bent frame unit through the connecting piece.

Further, the pile foundations and the pile foundation caps and the pile foundation beams are arranged in a grid-like manner.

Further, the floor unit includes:

an anti-skid bottom plate positioned in front of the base unit;

and the anti-sliding bearing arch is connected with the anti-sliding base plate into a whole and is connected between two adjacent pile foundation bearing platforms.

Furthermore, the center line of the side surface of the anti-sliding bottom plate is overlapped with the center line of the side surface of the anti-sliding pressure-bearing arch.

Furthermore, the anti-sliding bottom plate, the anti-sliding bearing arch and the pile foundation bearing platform connected with the anti-sliding bearing arch are integrally cast.

Further, the floor unit further includes:

the two ends of each arched support piece are respectively connected to the pile foundation bearing platform, and a connecting piece is pre-embedded in each arched support piece and is hinged with the material blocking unit through the connecting piece.

Furthermore, at least one transverse straight supporting piece and at least one longitudinal straight supporting piece are arranged below the position of the arched supporting piece, and the transverse straight supporting piece is connected to the pile foundation bearing platform; the arched supporting piece and the anti-sliding bottom plate are integrally poured.

Further, the anti-skid bottom plate is horizontally or obliquely arranged on the surface of the foundation.

Furthermore, a plurality of shearing resistant pieces are arranged below the anti-sliding bottom plate.

Furthermore, each shear-resistant piece is arranged in parallel along the sliding direction of the anti-sliding bottom plate relative to the foundation, and the length direction of each shear-resistant piece is perpendicular to the sliding direction, wherein the shear-resistant pieces and the anti-sliding bottom plate are cast integrally.

Further, the shelving unit includes:

the multi-support-and-parallel combined type multi-support-and-parallel combined type multi-support-and vertical support is provided through the horizontal tie rods.

Furthermore, the support bent frame comprises upright columns, inclined upright columns and transverse stiff beams, the upright columns, the inclined upright columns and the transverse stiff beams jointly enclose a triangle, and the triangle is divided by a plurality of horizontal rods and inclined rods arranged in the middle of the triangle to form a plurality of triangles.

Furthermore, the top end part of the upright column, the intersection point of the upright column and the inclined upright column, the middle part of the upright column and the connection part of the middle part of the inclined upright column and the horizontal rod are connected with the horizontal tie rod.

Furthermore, cross supports are arranged between the two horizontal tie bars in the same longitudinal direction, and horizontal supports are arranged between the two horizontal tie bars in the same transverse direction.

Further, the horizontal tie bars are connected to the upright posts and the inclined posts by gusset plates.

Furthermore, a T-shaped reinforcing component is arranged at the turning part between the inclined upright post and the transverse stiff beam.

Furthermore, a longitudinal stiff beam is connected between the bottoms of two adjacent upright columns, and a T-shaped reinforcing assembly is arranged at the joint of the inclined upright column and the upright column.

Furthermore, the bottom ends of the upright column and the inclined column are provided with column feet and connected to the foundation unit through the column feet.

Furthermore, a roof structure connecting piece is arranged at the top of the upright post and is connected with a support of the net rack through the roof structure connecting piece, and the net rack is supported at the top of the upright post.

Furthermore, the material blocking unit is connected between the upright columns of the two adjacent supporting and arranging frames.

Furthermore, connecting notches are symmetrically arranged on the side wall of the upright column, and each connecting notch is connected with the material blocking unit through a connecting piece.

Further, the dam unit includes:

the stock stop prefabricated components are arranged along the longitudinal stack, and two sides of each stock stop prefabricated component are respectively connected to the bent frame units.

Further, the material blocking prefabricated components are in a symmetrical arc shape, and the two adjacent material blocking prefabricated components are fixedly connected through an intermediate connecting piece.

Further, the stock stop prefabricated component comprises at least two arch stock stop plates, every two adjacent arch stock stop plates are connected through an inter-unit connecting piece, and the end parts of the arch stock stop plates are connected with the bent frame units through side connecting pieces.

The invention has the beneficial effects that:

1. by adopting the assembled structure of the net rack foundation and the high material blocking wall for the closed storage yard, the structural form of the structural unit is determined by different structural units in the integral structure according to the environment conditions of the structural unit and the borne external load and structural stress type, so that the integral structure has regular arrangement of the flat surface and the vertical surface, and the vertical and anti-side components are uniform and continuous, thereby ensuring that the rigidity of each part of the structure is uniform and continuous, and the force transmission path is simple, convenient and clear.

2. By adopting the assembly type structure for the net rack foundation and the high material blocking wall of the closed storage yard, the transmission modes of the load and the internal force of each rod piece in each structural system are optimized by reasonably designing the arrangement and the connection structure of the rod pieces of each structural unit, the internal force types and the types of each structural member are simplified, the local stress concentration is avoided, and the utilization efficiency of materials is improved.

3. By adopting the assembly type structure for the net rack foundation and the high material blocking wall of the closed storage yard, provided by the invention, materials and section types which are beneficial to improving the bearing capacity and the durability and facilitating construction are selected for different structural units according to the environmental conditions of the structural members and the internal force types of the structural members, the performance of the structural materials is fully utilized, the use of the materials is reduced, and the safety and the reliability of the structure are ensured.

4. By adopting the fabricated structure of the net rack foundation and the high material blocking wall for the closed storage yard, the integral structure of the piling shed is designed, the finite element design software is adopted to carry out cooperative analysis on the integral structure according to various possible working condition combinations, the internal force of each structural unit can be relatively accurately calculated, the bearing capacity and the rigidity of the structure are checked according to the calculation result and relevant design specifications and standards, and measures for improving the durability are taken, so that the safety and the economical efficiency of the integral structure can be improved.

5. By adopting the fabricated structure of the net rack foundation and the high material blocking wall for the closed storage yard, provided by the invention, through reasonable splitting of the fabricated structure and adoption of 3D (three-dimensional) cooperative design, node design is optimized, the standardization rate of a fabricated structure unit is improved, meanwhile, the fabricated structure has high processing precision, the material blocking structure has good sealing performance, and materials can be effectively prevented from overflowing.

6. By adopting the assembly type structure of the net rack foundation and the high material blocking wall for the closed storage yard, the foundation unit and the bottom plate unit are arranged below the ground and are cast in situ, and the bent frame unit and the material blocking unit above the ground are implemented by adopting the assembly type structure scheme. Through standardized design, can realize the standardized preparation of batch production, guarantee the construction quality of structure, adopt behind the assembled construction scheme, can shorten the time limit for a project, reduce the pollution to the construction area environment.

Drawings

Fig. 1 is a schematic overall structure diagram of an assembled structure of a net rack foundation and a high material blocking wall for a closed storage yard according to the present invention;

FIG. 2 is a cross-sectional view of FIG. 1;

fig. 3 is a schematic plan view of a foundation unit and a bottom plate unit in an assembled structure of a rack foundation and a high material retaining wall for a closed storage yard according to the present invention;

fig. 4 is an axial view of a foundation unit and a blocking unit in an assembled structure of a net rack foundation and a high blocking wall for a closed storage yard according to the present invention;

fig. 5 is a cross-sectional view of a shelving unit in an assembled structure of a rack foundation and a high material blocking wall for a closed storage yard according to the present invention;

fig. 6 is an axial view of a shelving unit in an assembled structure of a net rack foundation and a high material blocking wall for a closed storage yard according to the present invention;

fig. 7 is a schematic layout view of the blocking units in the assembled structure of the net rack foundation and the high blocking wall for the closed storage yard provided by the invention;

fig. 8 is a schematic plan view showing the arrangement and the separation of the blocking units in the assembled structure of the net rack foundation and the high blocking wall for the closed storage yard according to the present invention;

fig. 9 is a schematic view of the connection between the material blocking unit and the shelving unit in the fabricated structure of the net rack foundation and the high material blocking wall for the closed storage yard provided by the invention;

the drawings are labeled as follows:

1-foundation unit, 2-bottom plate unit, 3-bent frame unit, 4-material blocking unit, 5-roofing structure connecting piece, 6-column base, 7-material storage area, 8-material top stacking slope line, 9-foundation, 10-pile foundation, 11-pile foundation cap, 12-rectangular reinforced concrete, 13-rectangular stiff concrete, 14-anti-skid bottom plate, 15-anti-skid bearing arch, 16-shearing resisting piece, 17-arch supporting piece, 18-straight supporting piece, 19-connecting piece, 20-upright post, 21-inclined post, 22-inclined rod, 23-horizontal rod, 24-longitudinal stiff beam, 25-column base reinforcing piece, 26-bolt nail, 27-T type reinforcing component and 28-concrete pouring channel, 29-horizontal tie bars, 30-side connecting pieces, 31-transverse stiffened beams, 32-connecting plates, 33-cross supports, 34-horizontal inclined supports, 35-vertical column concrete pouring channels, 36-stop prefabricated components, 37-unit connecting pieces, 38-middle connecting pieces, 39-connecting pieces between the stop prefabricated components and the vertical columns, 40-cement-based grouting materials and 41-welding positions.

Detailed Description

In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. The components of embodiments of the present invention generally described and illustrated in the figures herein may be arranged and designed in a wide variety of different configurations.

Thus, the following detailed description of the embodiments of the present invention, presented in the figures, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.

It should be noted that the embodiments and features of the embodiments may be combined with each other without conflict.

It should be noted that:

in the description of the embodiments of the present invention, it should be further noted that the terms "disposed" and "connected" are to be interpreted broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected, unless explicitly stated or limited otherwise; may be directly connected or indirectly connected through an intermediate. The specific meanings of the above terms in the present invention can be understood in specific cases by those skilled in the art; the drawings in the embodiments are used for clearly and completely describing the technical scheme in the embodiments of the invention, and obviously, the described embodiments are a part of the embodiments of the invention, but not all of the embodiments. The components of embodiments of the present invention generally described and illustrated in the figures herein may be arranged and designed in a wide variety of different configurations.

Example 1

In the embodiment, a fabricated structure of a net rack foundation and a high material blocking wall for a closed storage yard is specifically described, and the fabricated structure has a regular, uniform and continuous structural arrangement and a clear and definite processing path.

As shown in fig. 1, the assembled structure mainly includes four structural units, which are: the device comprises a foundation unit 1, a bent frame unit 3, a bottom plate unit 2 and a material blocking unit 4; the foundation unit 1 and the bottom plate unit 2 are both positioned below the ground, and a cast-in-place construction mode is adopted; the bent units 3 and the material blocking units 4 are both located above the ground and constructed in an assembly mode, and a material storage area 7 and a material top stacking slope line 8 exist in the drawing 1.

(1) Base unit 1

The foundation unit 1 generally adopts a pile foundation 10 structural system, and by utilizing the characteristics that the pile foundation 10 has small settlement and better axial stress performance, the foundation unit mainly bears the vertical force and the overturning moment generated by the upper load action of the bent frame unit 3, the self weight of the material blocking unit 4 and the vertical force generated by the vertical friction force acted on the material blocking unit, and simultaneously, the horizontal shear force (which can be mainly understood as the horizontal shear force of the material on the arched material blocking plate) generated by the upper structure (the structure above the ground) is transmitted to the bottom plate unit 2, and the horizontal friction force between the bottom plate unit 2 and the foundation 9 is balanced, so that the whole structure is in a static balance state in the horizontal direction.

In the present embodiment, the base unit 1 includes: a plurality of pile foundation 10 with set up respectively in each pile foundation 10 is last pile foundation cushion cap 11, adjacent two be connected with the cushion cap roof beam between the pile foundation cushion cap 11. Wherein, the pile foundation 10 is a reinforced concrete circular column which is mechanically formed and poured; the pile foundation cap 11 is a cast-in-place reinforced concrete foundation and is the embedded column foot 6 of the upright column 20 and the inclined column 21 in the bent frame unit 3.

In the present embodiment, each of the pile foundations 11 and each of the pile foundations beams are arranged in a grid-like manner. The bearing platform beam is a cast-in-place reinforced concrete rectangular cross section (rectangular reinforced concrete 12) and a stiff reinforced concrete cross section (rectangular stiff concrete 13), the bearing platform beam with larger internal force adopts the stiff reinforced concrete rectangular cross section, and the stiff reinforced concrete rectangular cross section is respectively positioned on the longitudinal axis where the upright post 20 is positioned in the bent frame unit 3 and on the bent frame direction formed by the upright post 20 and the inclined upright post 21; and the rest positions are bearing platform beams with rectangular sections of reinforced concrete.

(2) Floor unit 2

The top of the bottom plate unit 2 is hinged with the bottom of the baffle unit, the anti-sliding bottom plate 14 is of a reinforced concrete flat plate structure, the anti-sliding bottom plate is placed on the foundation 9 and is simply supported and connected to the foundation unit 1, the total horizontal friction force generated by interaction between the anti-sliding bottom plate 14 and the foundation 9 in the range of the anti-sliding bottom plate is uniformly transmitted to the anti-sliding bearing arch 15 through the reinforcing steel bars arranged on the anti-sliding bottom plate 14, the anti-sliding bearing arch 15 is of a parabolic arch with a reasonable arch shaft, the bearing arch transmits force to the pile foundation bearing platform 11 and the bearing platform beam in the form of the internal force of axial pressure and balances the horizontal shear force transmitted to the foundation unit 1 by the upper structure (particularly the horizontal side pressure of a material acting on the retaining wall and the net rack bearing counter force are huge), and the whole structure is in a static balance state in the horizontal direction. Meanwhile, due to the arrangement of the anti-sliding bearing arch 15, the anti-sliding base plate 14 can be prevented from generating large stress concentration in the area near the pile foundation cap 11.

Arranging a floor unit 2 on a foundation 9, and interconnecting the floor unit 2 with a foundation unit 1, the floor unit 2 comprising: a skid-resistant bottom plate 14, a skid-resistant bearing arch 15, an arched support 17, a straight support 18 and a shear-resistant piece 16.

The anti-skid bottom plate 14 is positioned in front of the foundation unit 1, and the anti-skid bottom plate 14 is a cast-in-place reinforced concrete flat plate. The anti-skid bottom plate 14 is horizontally or obliquely arranged on the surface of the foundation 9 at a certain angle, when in use, the anti-skid bottom plate 14 is thin in thickness and is in a tension state under the action of load, and the friction force between the anti-skid bottom plate 14 and the foundation 9 is borne by steel bars arranged in the anti-skid bottom plate 14, so that the horizontal shearing force transmitted to the foundation unit 1 by the bent frame unit 3 is balanced.

And secondly, the anti-sliding pressure-bearing arch 15 and the anti-sliding base plate 14 are connected into a whole, the anti-sliding pressure-bearing arch 15 is connected between two adjacent pile foundation bearing platforms 11, and the anti-sliding pressure-bearing arch 15 is in a pressed state. In practical application, the side center line of the anti-skid bottom plate 14 coincides with the side center line of the anti-skid bearing arch 15, so as to ensure that the anti-skid bottom plate 14 bears the anti-skid bearing arch 15 uniformly.

The anti-sliding bearing arch 15 is connected with the anti-sliding bottom plate 14 in the horizontal direction and serves as a support of the anti-sliding bottom plate 14 in the horizontal direction, and two ends of the anti-sliding bearing arch 15 are connected to corresponding pile foundation 10 bearing platforms and serve as supporting points to form an arch-shaped bearing structure.

During construction, the anti-sliding bottom plate 14, the anti-sliding bearing arch 15 and the pile foundation cap 11 connected with the anti-sliding bearing arch 15 need to be integrally cast. The anti-skid pressure-bearing arch 15 is a reinforced concrete rectangular section, the axis of the anti-skid pressure-bearing arch is a parabola, the parabola equation is-4 f1x (L-x)/L2, and f1 is the height loss of the axis of the anti-skid pressure-bearing arch 15.

The anti-sliding bearing arch 15 mainly bears the resultant force of the friction force generated by the anti-sliding bottom plate 14 and the foundation 9, and transmits the internal force to the pile foundation 10 bearing platform through the arch structure for resisting the transverse horizontal force transmitted to the foundation by the integral structure. Meanwhile, due to the arrangement of the anti-sliding bearing arch 15, the anti-sliding bottom plate 14 can be prevented from generating large stress concentration in the area near the pile foundation bearing platform 11 due to internal force transmission.

And thirdly, the arch support pieces 17 are symmetrically arranged on the other side of each anti-sliding pressure-bearing arch 15, two ends of each arch support piece 17 are connected to the pile foundation bearing platform 11, and a connecting piece 19 is pre-embedded in each arch support piece 17 and is hinged with the arch material blocking plate in the material blocking unit 4 through the connecting piece 19. The arched supporting piece 17 is a cast-in-place reinforced concrete rectangular section, is located above the anti-skid bottom plate 14, and has an axis of a parabola, wherein the parabola equation is that y is 4f2x (L-x)/L2, and f2 is the height loss of the arched striker plate arch.

The straight supporting piece 18 is positioned below the anti-skid bottom plate 14, and the straight supporting piece 18 is integrally cast and connected to the pile foundation bearing platform 11.

A plurality of shearing resistant pieces 16 are arranged below the anti-sliding bottom plate 14, each shearing resistant piece 16 is arranged in parallel along the sliding direction of the anti-sliding bottom plate 14 relative to the foundation 9, and the length direction of each shearing resistant piece 16 is vertical to the sliding direction. The shear resistant member 16 is a cast-in-place reinforced concrete rectangular section and is used for improving the frictional resistance between the bottom plate and the foundation 9.

After the uneven settlement of the foundation 9 below the anti-skid bottom plate 14 is neglected, the internal force of each structural unit in the bottom plate unit 2 is simplified, wherein the anti-skid bottom plate 14 is mainly in a one-way tension state, the pressure-bearing arch is mainly in a one-way compression state after selecting a reasonable arch shaft, and the tension beam arranged between the foundations is mainly in a one-way tension state (the tension comes from the action of the support reaction force of the anti-skid pressure-bearing arch 15 on the pile foundation bearing platform 11 and the action of the support reaction force of the material-blocking unit 4 on the upright post 20 of the bent frame unit 3). By reasonably selecting materials and sections, the mechanical property of the materials is fully utilized, and the use of structural materials can be reduced.

Because the antiskid bottom plate 14 is simply supported and connected with the base unit 1, and measures for improving the durability are taken correspondingly, the influence of uneven settlement of the base unit 1 and the bottom plate unit 2 on the whole structure can be reduced.

(3) Bent unit 3

Bear framed bent unit 3 in the top of basic unit 1 to provide the supporting force for keeping off material unit 4 through framed bent unit 3. The bent unit 3 includes:

a plurality of parallel arranged sub-racks, a plurality of parallel arranged horizontal tie bars 29 connected between each of said sub-racks and providing longitudinal support 29 through each horizontal tie bar 29. For a certain single supporting and arranging frame, the supporting and arranging frame comprises upright columns 20, inclined upright columns 21 and transverse stiff beams, the upright columns 20, the inclined upright columns 21 and the transverse stiff beams jointly enclose a triangle, and the peripheral triangle is divided by a plurality of horizontal rods 23 and a plurality of inclined rods 22 arranged in the middle to form a plurality of triangles. Wherein, the upright column 20 is circular steel tube concrete; the inclined upright posts 21 are also circular steel tube concrete; the middle web member of the bracket is a round steel pipe. The top of the upright post is provided with a roof structure connecting piece 5, and the roof structure connecting piece 5 is connected with a support of the net rack foundation and supports the net rack foundation at the top.

With the design of this bent frame unit 3, the horizontal tie bars 29 are connected to the top end portions of the upright posts 20, the intersection points of the upright posts 20 and the inclined posts 21, the middle portions of the upright posts 20, and the middle portions of the inclined posts 21, the horizontal tie bars 29 are continuously provided in the longitudinal direction, and the horizontal tie bars 29 are connected to the upright posts 20 and the inclined posts 21 through gusset plates for connecting the respective structural members. Meanwhile, a cross support 33 is arranged between the two horizontal tie bars 29 positioned in the same longitudinal direction, a horizontal support is arranged between the two horizontal tie bars 29 positioned in the same transverse direction, and the minimum number of the cross supports 33 in the longitudinal direction meets the requirements of the current specification. The horizontal tie bars 29, the cross braces 33, and the horizontal braces are all circular steel pipes.

In order to further improve the overall strength of the bent frame, a T-shaped reinforcing component 27 is arranged at the turning part between the inclined upright post 21 and the transverse stiffening beam, and the T-shaped reinforcing component is welded through a steel plate to form a T-shaped section and is used for stiffening the turning part of the inclined upright post 21.

A longitudinal stiff beam 24 is connected between the bottoms of two adjacent upright columns 20, and is arranged on the longitudinal axis of the upright column 20; a transverse stiff beam 31 is connected between the upright post 20 and the inclined upright post 21, and the transverse stiff beam 31 is positioned in the direction of a bent formed by the upright post 20 and the inclined upright post 21; the longitudinal stiff beams 24 and the transverse stiff beams 31 respectively form reinforced concrete stiff steel beam sections with pile foundation ground beams, the stiff steel beams are H-shaped steel, upper and lower flanges of the stiff steel beams are welded with the studs 26, the transverse stiff beams are in strong connection with the inclined upright posts 21 and the upright posts 20, and upper and lower flange ring plates are arranged at corresponding positions of the inclined upright posts 21 and the upright posts 20.

The bottom ends of the upright post 20 and the inclined post 21 are both provided with a pedestal 6 and are connected to the foundation unit 1 through the pedestal 6. In practice, the embedded column foot 6 is embedded in the foundation cap of the foundation unit 1, and the column foot 6 comprises a column foot 6 plate, a column foot reinforcement 25, a stud 26 welded to the surface of the steel pipe, and a post-embedded column foot anchor bolt.

During construction, an inclined upright post 21 pouring channel is arranged on the inclined upright post 21, the inclined upright post 21 pouring channel is of a steel structure tubular structure, and after concrete is poured, a pipe opening of the inclined upright post 21 pouring channel is sealed by a 6mm steel plate.

For the top of the upright column 20, the top is used for connecting a net rack support (a roof net rack structure), a round hole is formed in the center of a column top plate and used for pouring concrete into the upright column 20, the concrete is sealed by steel plates with the same thickness and the like as the steel plates on the top of the column after pouring, and at least two stiffening plates are arranged at the bottom of the column top plate corresponding to the net rack support according to calculation.

To bent unit 3, it mainly provides supporting role for keeping off material unit 4, specifically is: the material blocking unit 4 is connected between the upright columns 20 of two adjacent support bent frames. In practical application, the side walls of the upright columns 20 are symmetrically provided with connecting notches, the connecting notches are U-shaped, the horizontal center lines of the connecting notches are tangent to the horizontal center line of the material blocking unit 4 through the two symmetrically arranged connecting notches, and each connecting notch is connected with the material blocking unit 4 through the connecting piece 19 respectively so as to realize the installation and fixation of the material blocking unit 4.

The bent frame unit 3 can adjust the axial dimension between the structural columns and the arrangement of the inner web members, and meanwhile, the longitudinal support 29 system is arranged, so that the bearing capacity, the rigidity and the integrity of the structure can be effectively improved, and the material blocking unit 4, the roof net rack and other loads transmitted to the structure can be resisted.

Especially, during production, aiming at the change of internal force of the structure caused by the uneven change of materials, the rod pieces arranged in all directions are beneficial to the transmission of the internal force in the structure, thereby improving the reliability and the adaptability of the structure.

This framed bent unit 3 adopts the structural style of lattice formula framed bent, and structural member mainly uses to draw to press to give first place to, and the material of component uses steel pipe and steel pipe concrete to give first place to, and the material availability factor of structure is high, and the material use amount can reduce, and the rigidity of this type of structure is big simultaneously, and lateral displacement is little.

In addition, this steel structure system makes things convenient for the preparation, transportation and installation, during the construction, can provide stable braced system and other favorable conditions for the hoist and mount of assembled arch striker plate.

(4) Stop unit 4

Keep off material unit 4 bear on bottom plate unit 2 and with bottom plate unit 2 between articulated be connected, keep off material unit 4 and framed bent unit 3 and be connected to provide the supporting force for keeping off material unit 4 jointly through bottom plate unit 2 and framed bent unit 3. Specifically, keep off material unit 4 and include: the prefabricated subassembly 36 of keeping off the material that vertical heap was arranged is followed to a plurality of, keep off the material both sides of prefabricated subassembly 36 connect respectively in on the bent frame unit 3, keep off the material prefabricated subassembly 36 and be symmetrical arc form, and adjacent two keep off and connect fixedly through intermediate junction piece 38 between the prefabricated subassembly 36, keep off the material prefabricated subassembly 36 that will be located the different position through intermediate junction piece 38 and connect the assembly promptly on vertical stacking direction.

When in actual application, the material blocking prefabricated component 36 comprises at least two arched material blocking plates, which are adjacent to each other, the arched material blocking plates are connected through the connecting piece 37 between the units, and the end parts of the arched material blocking plates are connected with the bent frame units 3 through the side connecting pieces 30. The arched striker plate is a half parabola arch plate, the horizontal length of a single arched striker plate is not more than 5m, a prefabricated reinforced concrete structure is adopted, and reinforcing steel bars can be arranged on the cross section in a beam mode; the central axis of the horizontal plate of the arched striker plate is a parabola, the parabola equation is that y is 4f2x (L-x)/L2, L is the distance between the axes of the adjacent upright columns 20, and f2 is the height of the arch of the arched striker plate.

In general, for a single arched striker plate, the number of the connecting pieces 19 is 3, which is divided into: a middle connector 38 located in the middle of the arch striker plate, a side connector 30 located at the junction of the arch striker plate and the upright post 20, and an inter-unit connector 37 located at the junction of the arch striker plate.

In practical application, the gap filler between two adjacent arched striker plates adopts asphalt hemp threads, and structural adhesive tapes are pasted on the outer surfaces of the two arched striker plates; the gap between the arched striker plate and the upright post 20 is filled with a micro-expansive cement-based filler.

The material blocking unit 4 is of an assembly type reinforced concrete structure and is arranged between the upright columns 20 in the two adjacent bent frame structures. In the horizontal plane, the arched striker plate can assume a horizontally placed arched structure, wherein the axis is a parabola with a reasonable arch axis, and the arched striker plate (or the arched beam) forms a three-hinge arch in the horizontal plane by adopting reasonable construction measures.

Under the action of the lateral pressure of the material horizontal plane, the cross section of the arch structure which is vertical to the horizontal plane and is provided with a reasonable arch shaft is only in a pressed state, and the bending moment and the shearing force are very small and can be ignored. Utilize the good compressive property resistance to compression of concrete, for the flat panel, cross-sectional thickness obtains reducing, and the arrangement of reinforcement volume is little, and connection structure is simple, the assembled construction of being convenient for.

Based on a rack foundation and a fabricated structure of high material blocking wall for a closed storage yard provided in the embodiment, the advantages are as follows: the bearing capacity of each structural unit and the whole structure is high, the structural rigidity is high, and the durability is good; the material use efficiency of the structural member is high, and the use amount of the structural material is small; the structure is simple, the standardization degree is high, and the manufacture and the installation are convenient and quick; therefore, in practical application, compared with a cast-in-place reinforced concrete structure scheme, the overall construction cost is reduced by 10-30%, and the total construction period is shortened to 40-60% of that of the cast-in-place scheme.

Example 2

In embodiment 1, an assembly structure of a net rack foundation and a high material blocking wall for a closed storage yard is provided, and in this embodiment, a corresponding construction method is specifically provided, and the construction method is as follows:

(1) construction part of foundation unit 1

Description of parameters: l is the spacing between the centerlines of adjacent rack supports (or the centerlines of two adjacent uprights 20). h1 is the height of the pile foundation cap 11, and is generally not less than 3 times the diameter of the upright column 20 (or the inclined upright column 21) plus 150mm, depending on the embedded length of the embedded column base 6; b2 is the distance between the axes of the upright post 20 and the column foot 6 of the inclined post 21, B2 is more than or equal to H1 octan (a), wherein a is the included angle between the inclined post 21 and the horizontal plane, generally less than 60 degrees, and can be properly adjusted when the field is limited.

Secondly, before the bent frame unit 3 is installed, after the pile top is cleaned to the designed elevation, the column base 6 bolt for connecting the column base 6 of the upright column 20 and the inclined column 21 is implanted in the rear part.

The design must meet the requirements of the existing relevant technical specifications.

(2) Construction part of floor unit 2

Description of parameters: b1 is the width of the skid resistant floor 14, determined by structural skid resistance calculations; t1 is the thickness of the anti-skid bottom plate 14, the thickness of the plate is determined according to the unidirectional full-area reinforcement ratio (not more than 5%) of the upper and lower layers of tension steel bars calculated by the anti-skid tension of the plate surface when the anti-skid bottom plate 14 is positioned at the edge of the ground support structure of the arched striker plate, and the value is generally 200-300 mm; f1 is the height loss of the anti-skid bearing arch 15, and is generally 0.2-0.25L; f2 is the height loss of the parabolic arch structure above the bottom plate of the ground supporting structure of the arch striker plate, and is generally 0.2-0.25L;

secondly, when the bearing capacity of the foundation 9 does not meet the bearing capacity requirement and the foundation 9 needs to be treated, the technical requirement of the treatment of the foundation 9 is carried out according to the magnitude of the compressive stress on the foundation 9 and the requirement of the current relevant technical specification.

And thirdly, because of the settlement difference between the anti-sliding bottom plate 14 and the foundation unit 1 under the load action, cracks may appear at the joint between the two structural units, and therefore, the bottom plate steel bars in the cracking area need to be coated with epoxy resin coatings for anti-corrosion treatment.

And fourthly, the shearing resistant piece 16 is optional and is selected or rejected according to the magnitude of the horizontal load and the magnitude of the friction force between the concrete and the soil of the foundation 9.

Fifthly, pouring the foundation unit 1 and the bottom plate unit 2 together, wherein the length of the temperature section depends on the requirements of relevant current technical specifications, and when the length of the temperature section of the upper structure is larger than the lengths of the temperature sections of the two systems, the length of the temperature section can be prolonged by adopting the modes of arranging a post-pouring belt, improving the material performance and the like.

Sixthly, the design of the system needs to meet the requirements of the current relevant technical specifications.

(3) Construction part of bent unit 3

Description of parameters: h is the height from the top of the upright column 20 to the top surface of the foundation; h1 is the total height of the arrangement of the longitudinal cross supports 33 of the bent structure; h2 is the height from the top of the inclined upright post 21 to the top of the upright post 20, and is calculated and determined according to the requirements of relevant technical specifications according to the horizontal side shift of the top of the control post; h3 is the distance between the top surface of the top assembled striker plate and the top surface of the column top plate, is determined according to the hoisting requirement of the assembled striker plate and is generally not less than 300 mm; h1 is the distance from the center line of the steel beam to the top surface of the foundation.

Secondly, the upright post 20, the inclined upright post 21, the middle web member, the reinforced T-shaped component, the embedded column foot 6 of the inclined upright post 21, the embedded column foot 6 of the upright post 20, the pouring channel of the inclined upright post 21, the transverse stiff beam, the connecting piece 19 arranged on the upright post 20 and between the arched striker plate, the gusset plate and the top of the upright post 20 are manufactured and molded in a factory, the connecting mode after assembly is welding, and a hoisting ring, the connecting piece 19 arranged with other components, a reserved hole and the like are reserved.

The horizontal tie bars 29 are factory formed to facilitate field assembly.

Length of a temperature section of the bent structure, and the positions and the number of the cross supports 33 and the horizontal supports in the temperature section are implemented according to the relevant national current specifications.

Fifthly, pouring channels of the inclined upright posts 21 are respectively positioned at proper positions of the top and the bottom of the inclined upright posts 21, and the number, the positions and the forms of the tubular devices can be determined according to the requirements of in-situ concrete pouring.

Sixthly, after the system is manufactured by a factory, pre-assembly is needed, and the structure is adjusted according to the pre-assembly result.

The upright post 20 is provided with a connecting notch connected with the material blocking unit 4, and the connecting notch can be formed in a factory and can be connected to the upright post 20 in sections in the field assembly stage for convenient construction.

(4) Construction part for material blocking unit 4

Description of parameters: f2 is the height loss of the horizontal parabolic axis of the arched material stop, and is generally 0.2-0.25L; t2 is the thickness of the arched striker plate, generally 160 mm and 250mm, and is determined by calculation according to the pressure on the unit vertical section of the striker plate and the bearing capacity; s is the prefabricated width of the arched striker plate in the vertical direction, and is determined according to manufacturing, transporting and hoisting conditions, and is generally 1000-1500.

Secondly, after the arch striker plate is installed in place, the connecting pieces 19 which are in contact with each other can be welded, the two sides of the arch striker plate are fully welded, and the welding height is 6 mm;

and thirdly, in the manufacturing stage of a factory, a hoisting ring, a temporary supporting connecting piece 19 and the like are arranged according to the site construction requirement, and meanwhile, the bearing capacity checking calculation of the arch plate in the construction stage is carried out.

And fourthly, the allowable error range of the prefabricated part and the embedded part is in accordance with the requirements of the relevant current technical specifications.

Fifthly, pre-assembling the components manufactured in the factory.

Based on the above parts, the overall construction method for the fabricated structure is as follows:

s1: design phase

S101: according to design data and field conditions, by combining a preliminary construction scheme, carrying out overall structural arrangement of the shed, and determining the axial dimension, component arrangement and the like of each structural system;

s102: adopting finite element design software to establish an integral calculation model of the storage shed, wherein the integral calculation model comprises a foundation, an upper structure and a roof structure, and selecting a cross section according to environmental conditions and internal force types for collaborative analysis;

s103: inputting all load working conditions acting on the structure, carrying out load combination according to possible occurring working condition combinations, particularly paying attention to the fact that the effect of stored materials on the structure is according to independent live load working conditions, considering the change of the materials in a shed during production, adopting various different material arrangement working conditions, and combining with other load working conditions to obtain the most unfavorable load combination;

s104: and designing the bearing capacity limit state and the normal use limit state of the structure according to the software analysis result and the current national standard.

S105: and combining an initial construction scheme, reasonably splitting the assembled structure, and designing the 3D cooperative deepening and nodes to finish the construction drawing and the manufacturing drawing.

S2: drawing consultation and construction scheme formulation

S3: material entry, quality detection and storage

S4: factory fabrication

S401: with reference to the above description, the bent unit 3 is prefabricated;

s402: the stop unit 4 is prefabricated, see the description above.

S5: segmented component quality inspection and factory pre-assembly

According to the specific requirements of construction acceptance specifications, quality inspection includes and is not limited to materials, the axial dimension and the overall dimension of the segmented components, embedded parts, the welding quality among components, bolts at joints, the positioning and the hole opening quality of screw holes and the like; the engineering pre-assembly comprises the pre-assembly of each system subsection component, the pre-assembly among all subsystems and the like.

S6: performing dynamic compaction foundation 9 treatment on the anti-skid bottom plate 14 area on site;

s7: site construction pile foundation 10 and foundation pit excavation

S701: construction preparation, including site leveling, site paying-off and point distribution, equipment and tool entering and the like;

s702: constructing a site pile foundation;

s703: curing the concrete;

s704: detecting and accepting field quality;

s705: cleaning a foundation pit and leveling a field;

s706: cleaning the elevation of the pile head to a designed elevation, carrying out leveling treatment on the pile head, and implanting a column base 6 bolt according to the bolt position required by the column base 6 on site;

s707: handover is carried out after quality inspection;

s8: during the transportation and stacking of the bent frame units 3 manufactured in factories to the site, measures should be taken to prevent the deformation and damage of the single hoisting unit.

S9: hoisting the bent frame unit 3 and checking and accepting the quality.

S10: and (3) field construction: with reference to the above description, the corresponding foundation unit 1 and floor unit 2 are constructed on site

S11: the material blocking unit 4 manufactured in a factory is transported to the site, and measures are taken to prevent deformation and damage during transportation and stacking.

S12: hoisting and installing material blocking unit 4 and quality acceptance

S13: other work

S1301: concrete is poured in the upright post 20 and the inclined upright post 21, and pouring holes in the net rack support plate are sealed;

s1302: a cement-based grouting material 40 is poured between the upright post 20 and the striker plate.

S1303: gaps among the bent frame units 3, the material blocking units 4 and gaps among prefabricated components in the material blocking units 4 are filled with asphalt hemp threads, and the outer edges of the gaps are filled with sealant.

S1304: repairing the coating damaged part of the steel structure.

S1305: and other related work.

S14: and (5) checking and accepting the structural main body.

The invention is not limited to the above alternative embodiments, and any other various forms of products can be obtained by anyone in the light of the present invention, but any changes in shape or structure thereof, which fall within the scope of the present invention as defined in the claims, fall within the scope of the present invention.