CN107060095A - A kind of overall top module system platform universal architecture of combined type - Google Patents

Abstract

The invention discloses a general platform structure of a combined integral top mold system. The platform is spliced by a plurality of different general modules according to the pre-designed platform shape; The steel plates are arranged on the upper horizontal plane of the module truss; the ends of the two ends of the module truss of the different modules and the upper and lower edges of the two sides are respectively provided with end ear plates and side ear plates, and the different modules pass through the end The head ear plate and/or the lateral ear plate are connected; the width B and height H of the different modules are respectively equal, and the length L of the different modules is different. The platform is convenient to install, improves safety, and can be recovered and recycled after use, thereby reducing costs and improving construction efficiency.

Description

A general structure of combined integral top mold system platform

technical field

The invention belongs to the field of construction machinery, and in particular relates to a general structure of a combined integral top mold system platform.

Background technique

The integral top formwork system is a newly developed core tube construction technology for super high-rise towers in recent years. This technology has greatly improved the construction technology of core tubes for super high-rise towers. However, due to the short existence of this technology, no relevant national standards or industry standards have been formed. Therefore, there are great differences in the overall top formwork system structure designed by various construction units. At present, the overall top formwork system used by most construction units uses welding to connect the various parts of the overall top formwork system. This method has the following disadvantages:

1. All the steel materials that make up the overall top form system must be transported to the construction site for welding, which will greatly increase the installation time and cost of the overall top form system, and the installation is difficult and prone to danger;

2. This connection method will cause the overall top mold system to be dismantled and recycled after the construction is completed, and can only be dismantled, and all the steel used will be treated as scrap steel, resulting in a huge waste of resources;

3. Since welding is a rigid connection, this will cause the steel structure of the overall top formwork system to receive greater stress, which will easily cause dangers such as fracture of the steel, thereby causing construction accidents.

Contents of the invention

Aiming at the above-mentioned technical problems, the present invention provides an overall top mold system platform formed by splicing and combining multiple groups of general-purpose modules.

The purpose of the present invention is achieved through the following technical solutions:

A combined overall top form system platform general structure, the platform is spliced by a plurality of different general modules according to the pre-designed platform shape; the different modules all include module trusses and load-bearing steel plates, and the module trusses are cuboid spaces Truss structure, the load-bearing steel plate is arranged on the upper horizontal plane of the module truss; the ends of the two ends of the module truss of the different modules and the upper and lower edges of the two sides are respectively provided with end ear plates and side ear plates. Different modules are connected through the terminal lugs and/or side lugs; the width B and height H of the different modules are respectively equal, and the lengths L of the different modules are different;

Wherein, the end faces are two planes extending along the width direction of the module, and the side surfaces are two planes extending along the length direction of the module; the B is the center distance between the lateral lug plate holes on both sides of the module, so The above-mentioned L is the center-to-center distance between the lug plate holes at both ends of the module.

Preferably, each side of the modular truss includes an upper chord and a lower chord parallel to each other, at least two vertical straight webs are vertically arranged between the upper chord and the lower chord, and any two adjacent Vertical oblique webs are arranged diagonally between the vertical straight webs;

The upper and lower horizontal planes of the modular truss are provided with horizontal straight webs vertically connected to the upper chord and the lower chord, and there are at least two horizontal straight webs, between any two adjacent horizontal straight webs The corners are provided with horizontal diagonal rods;

Each end of the two ends of the module truss of the different modules and the upper and lower edges of the two sides are respectively provided with end ear plates and side ear plates, specifically:

The eight ends of the two upper chords 11a and the two lower chords 11b on the two end faces of the module truss are respectively provided with end lugs, and the four chords on the two sides of the module truss are connected to the The joints of the vertical diagonal rods are respectively provided with lateral ear plates.

Preferably, the centerlines of the ear plate holes of the end ear plates at both ends of the module truss protrude out by a predetermined length from the end faces of the two ends respectively; The side outer edges of the chord are of a predetermined length.

Preferably, the length L of the module truss is n times the center distance b of the upper and lower chords, that is, L=nb, and n represents the number of internodes of the general module; the different modules include the first module and the second module And the third module and the fourth module; the first module has four internodes, length L1=4b; the second module has three internodes, length L2=3b; the third module has two sections Between, the length L3=2b; The fourth module has an internode, the length L4=b; wherein, the space between two adjacent vertical straight webs constitutes an internode, and b is the internode distance, which is equal to two The distance between the centerlines of adjacent vertical straight webs.

Preferably, except for the last internode of the first module, the second module and the third module, the width b of the other internodes is equal, and the spacing between the centerlines of the two chords on the upper horizontal plane of the modules is the same.

Preferably, any two modules of the same width are connected by a coaxial cable; when connecting, insert the ear plate of the A end of one module into the ear plate of the B end of the other module, and the ear plate of the A end It is connected with the ear plate of the B terminal through a pin shaft.

Preferably, any two modules of the same width are connected vertically; when connecting, insert the B-side ear plate of one module into the B-terminal ear plate of the other module, or insert the A-terminal of one module The ear plate is inserted into the A side ear plate of another module, and the terminal ear plate is connected to the side ear plate through a pin shaft.

Preferably, a ladder cover is also provided on the module truss of any internode of the general module, and the ladder cover is arranged on the cover struts on the module truss; Expanded metal mesh, a ladder is arranged between the load-bearing steel plate and the expanded metal mesh, and the ladder is arranged on the ladder struts on the ladder cover plate.

Preferably, the platform also includes a small strut; the small strut is composed of the main limb of the strut and the steel plates at both ends, and the steel plate at the end is composed of the inner plate of the small strut, the outer plate of the small strut, the small strut Composed of rods and plates, wherein the main limb of the small strut is split T-shaped steel, the inner plate of the small strut is arranged at one end of the main limb of the small strut, and the outer plate of the small strut is arranged at the other end of the main limb of the small strut. One end, and the two support plate inner plates or support plate outer plates at each end are respectively arranged on both sides of the middle vertical surface of the T-shaped steel on the lower side of the main limb flange plate of the small strut and parallel to the middle vertical plane. One end face of the plate and the outer plate of the small strut is respectively aligned with the two ends of the main leg of the small strut; between faces. Preferably, the small struts are used to connect two modules parallel to each other; when connecting, insert the B side ear plate of one module into the outer plates of the two small struts, and then insert the inner plates of the two small struts Insert it into the A side lug of the other module, and place the lower plane of the flange plate of the main limb of the small strut on the B side lug of one module and the A side lug of the other module.

The beneficial effects of the present invention are:

The overall top form system platform is spliced according to the shape and related dimensions of the core tube of the tower to be constructed through some passing modules, and then according to the spliced parts of the platform, special modules are designed for the periphery of the platform, which can facilitate installation and improve safety. At the same time, after use It can also be recycled and reused to reduce costs and improve construction efficiency.

Description of drawings

In order to more clearly illustrate the technical solutions in the embodiments of the present invention or the prior art, the following will briefly introduce the drawings that need to be used in the description of the embodiments or the prior art. Obviously, the accompanying drawings in the following description are only These are some embodiments of the present invention. Those skilled in the art can also obtain other drawings based on these drawings without creative work.

Fig. 1-1 is the structural schematic diagram of the first module of the general structure of the combined integral top mold system platform of the embodiment of the present invention;

Figure 1-2 is a schematic diagram of the lateral structure of the first module in Figure 1-1;

Figure 1-3 is a schematic diagram of the upper horizontal plane structure of the first module in Figure 1-1;

Figure 1-4 is a schematic diagram of the end face structure of the first module in Figure 1-1;

Fig. 2-1 is the structural schematic diagram of the second module of the general structure of the combined integral top mold system platform of the embodiment of the present invention;

Figure 2-2 is a schematic structural view of the side of the second module of the embodiment of the present invention;

2-3 are schematic structural views of the upper level of the second module of the embodiment of the present invention;

2-4 are schematic structural views of the end face of the second module according to the embodiment of the present invention;

Fig. 3-1 is the structural schematic diagram of the third module of the general structure of the combined integral top mold system platform of the embodiment of the present invention;

Fig. 3-2 is a schematic structural view of the side of the third module of the embodiment of the present invention;

Figure 3-3 is a schematic structural view of the upper level of the third module in the embodiment of the present invention;

3-4 are schematic structural views of the end faces of the third module in the embodiment of the present invention;

Fig. 4-1 is the structural schematic diagram of the fourth module of the general structure of the combined integral top mold system platform of the embodiment of the present invention;

Figure 4-2 is a schematic structural view of the side of the fourth module of the embodiment of the present invention;

Fig. 4-3 is a schematic structural view of the upper level of the fourth module of the embodiment of the present invention;

4-4 is a schematic structural view of the end face of the fourth module according to the embodiment of the present invention;

Fig. 5-1 is a schematic diagram of the small strut structure of the general structure of the combined integral top mold system platform of the embodiment of the present invention;

Figure 5-2 is a schematic cross-sectional view of the small strut shown in Figure 5-1;

Figure 6-1 is a schematic diagram of the connection of two coaxial cable connection modules according to the embodiment of the present invention;

Figure 6-2 is an enlarged view of part I of the connection position of the two coaxial cable connection modules in Figure 6-1;

Figure 6-3 is a sectional view of A-A in Figure 6-2;

Figure 7-1 is a schematic diagram of the connection of two vertical connection modules according to the embodiment of the present invention;

Figure 7-2 is an enlarged partial view of the connection position II of the two vertical connection modules in Figure 7-1;

Figure 7-3 is a B-B sectional view of Figure 7-2;

Figure 8-1 is a schematic structural diagram of the connection between the small struts and the parallel modules in the embodiment of the present invention;

Figure 8-2 is a partially enlarged schematic diagram of III at the connection position between the small strut and the general module in Figure 8-1;

Fig. 9 is a structural schematic diagram of a tower core tube according to an embodiment of the present invention;

Fig. 10 is a schematic diagram of a combined overall top mold system platform for splicing general structures according to an embodiment of the present invention.

In the picture:

1. The first module 2. The second module 3. The third module

4. Fourth module 5. Module truss 6. Load-bearing steel plate

7. Ladder cover 8. Ladder 9. Expanded metal mesh

10. B end ear plate 11a. Top chord 11b. Bottom chord

12. Vertical straight web bar 13. Vertical oblique web bar 14. A end ear plate

15. Horizontal straight web bar 16. Horizontal inclined web bar 17. Ladder pole

18. Cover strut 19.A Lateral ear plate 20.B Lateral ear plate

21. Small strut 22. Small strut inner plate 23. Small strut outer plate

24. Small strut plate 25. Small strut main limb 26. Pin shaft

detailed description

The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some, not all, embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the protection scope of the present invention.

Fig. 1-Fig. 4 are structural schematic diagrams of examples of four general modules provided by the embodiment of the present invention. Referring to Figures 1-4, the platform described in this application can be spliced by a number of different general modules according to the pre-designed platform shape. The general modules are cuboid space truss structures, which can include module trusses 5 and load-bearing steel plates 6 , the load-bearing steel plate 6 is arranged on the upper horizontal plane of the module truss 5; the ends of the two ends of the module truss 5 of the different modules and the upper and lower edges of the two sides are respectively provided with end lugs and side lugs. The different modules are connected through the terminal lugs and/or side lugs; the width B and height H of the different modules are respectively equal, and the length L of the different modules is different; wherein, the end faces are along the width of the modules The two planes extending in the direction of the module, the sides are two planes extending along the length direction of the module; the B is the center distance between the lateral ear plate holes on both sides of the module, and the L is the end of the two ends of the module. The center-to-center spacing of the ear plate holes.

It should be noted that, in order to reduce transportation costs, the overall dimensions of the general-purpose modules should meet the oversize requirements for road transport parts.

Further, each side of the modular truss 5 in this embodiment may specifically include two upper and lower parallel chords, which are respectively an upper chord 11a and a lower chord 11b, and at least two vertical chords are vertically arranged between the two chords. Straight webs 12, vertical oblique webs 13 are arranged diagonally between any two adjacent vertical straight webs 12 to reinforce the module truss;

Further, the upper and lower horizontal planes of the modular truss 5 are provided with horizontal straight webs 15 vertically connected to the upper chord 11a and the lower chord 11b respectively, and there are at least two straight webs 15 in each horizontal plane, and the upper horizontal plane A horizontal plane oblique web 16 is arranged diagonally between any two adjacent horizontal plane straight webs 15; On the upper horizontal plane, the steel mesh 9 is laid on the lower horizontal plane formed by welding the lower chord 11b and the horizontal straight web 15 .

Further, the eight ends of the two upper chords 11a and the two lower chords 11b of the module truss 5 are respectively provided with end lugs, such as the left end lug 10 and the right end lug 14; Two upper chords 11a and two lower chords 11b of the module truss 5 are respectively provided with lateral lugs at the joints of the vertical oblique webs 13, such as the upper right lug 19 and the left lug 20; The centerlines of the ear plate holes of the end lug plates at both ends of the module truss 5 respectively protrude out by a predetermined length from the end faces of both ends, and the center lines of the ear plate holes of the lateral lug plates on both sides of the module truss 5 respectively protrude out from the upper chord The side outer edges of the rod 11a and the lower chord 11b have predetermined lengths, for example, the predetermined length may be 2-3 mm.

In the specific implementation of this embodiment, the modular truss 5 may specifically include upper chords, lower chords, upper horizontal straight webs, lower horizontal straight webs, upper horizontal horizontal oblique webs, and left vertical straight webs , Straight web bar on the right vertical plane, inclined web bar on the left vertical plane, oblique web bar on the right vertical plane, ear plates at both ends of the upper chord, ear plates at both ends of the lower chord, lateral ear plates on the left, Right lateral ear plate;

Among them, the upper and lower chords and H-shaped steel or split T-shaped steel with flange structure can be used, the horizontal straight web adjacent to the ear plate 8 of the B end is selected from channel steel, and the remaining horizontal straight webs are selected from the upper and lower sides. The lower chord is the same section steel, the upper horizontal oblique web is made of angle steel, and the vertical straight web and vertical oblique web are made of square or rectangular pipes.

Since the horizontal straight webs of the truss structure use the same profile as the upper and lower chords, such a structure can form a good force transmission between the two modules connected vertically on both sides of the module, so that the force between the modules The state is similar to avoid force offset.

The module truss 5 described in this embodiment mainly includes the following parameters: length L, width B, center distance b of the upper and lower chords, height H and internode width b _i , and a series of values can be selected as the width modulus and The high modulus makes the general-purpose modules serialized, which is convenient for selection and combination during actual use; in order to reduce transportation costs, the external dimensions of the general-purpose modules should meet the oversize requirements of road transport parts.

In some specific implementations of this embodiment, as shown in Figures 1-4, the length L of the modular truss 5 is n times the center distance b of its upper and lower chords, that is, L=nb, and n represents the general The number of internodes of the module; the different modules can include, for example, the first module 1, the second module 2, the third module 3 and the fourth module 4; the first module 1 has four internodes, and the length L1=4b; The second module 2 has three internodes, length L2=3b; the third module 3 has two internodes, length L3=2b; the fourth module 4 has one internode, length L4=b; Wherein, an internode is formed between two adjacent vertical straight webs 12, and b is the internode spacing, which is equal to the distance between the centerlines of two adjacent vertical straight webs;

Further, the first module 1, the second module 2 and the third module 3 except the last internode have the same internode width b, which is the same as the distance between the centerlines of the two chords on the upper horizontal plane of the module . For example, the first module 1 shown in Fig. 1-1 to Fig. 1-4 has four internodes, the length L of which is 4 times the center distance b of its chord, except for the internode adjacent to the ear plate 10 at the B end In addition, the internode width b _i of the remaining internodes is the same as the distance b between the upper (lower) chord centers of the first module, that is, b _i =b; the dimensions a and c in Fig. 1-3 are respectively the A end The reserved size of the ear plate 14 and the ear plate 10 at the B end; wherein, an internode is formed between two adjacent vertical straight web bars, and the internode width _bi is equal to the centerline of two adjacent vertical straight web bars Pitch.

Furthermore, there are usually two connection forms between any two modules of the same width modulus: one is a coaxial connection, that is, the central axes of the two modules coincide; the other is a vertical connection, that is, the central axes of the two modules are perpendicular to each other. When the two modules are connected by coaxial cable, as shown in Figure 6-1, 6-2, 6-3, insert the A-terminal ear plate 14 of one module into the B-terminal ear plate 10 of the other module, and then Connect with the pin shaft 26, and there are four connections in total, and the completion of these four connections is to complete the coaxial connection of the two modules. When the two modules are connected vertically, as shown in Figure 7-1, 7-2, 7-3, insert the B side ear plate 20 of one module into the B end ear plate 10 of the other module, or insert The A terminal ear plate 14 of one module is inserted into the A side ear plate 19 of the other module, and the terminal ear plate is connected to the side ear plate through a pin shaft 26. There are four such connections, and this is accomplished. Connecting around is to complete the vertical connection of two modules. Of course, it is also possible to insert the end lugs of one module into the side lugs of another module, as long as the lugs with a small spacing are inserted into the lugs with a large spacing, this embodiment does not specifically limit it .

It should be noted that the different modules can have a series of width modulus. The width modulus of the module is to assign a series of values to the module as the width. These values are called width modulus, which is to reduce the width of the module A way to normalize quantities.

In this embodiment, when the height of the general-purpose module is large enough to allow construction personnel to walk on the lower level of the module, a ladder structure can also be provided between any nodes of any module, such as Figure 1-1 and Figure 1-3 As shown, in any section of the first module 1, such as the load-bearing steel plate 6 of the second section, a ladder cover 7 is provided, and the ladder cover 7 is arranged on the cover strut 17; The lower level of the module truss 5 is provided with steel mesh 9, and the steel mesh 9 can be arranged between the lower chord 11b and the horizontal straight web 15 of the lower level of the general module, and is used for construction personnel to walk on the lower level of the module; A ladder 8 is arranged between the load-bearing steel plate 6 and the expanded metal 9, and the ladder 8 is arranged on the ladder strut 18 on the ladder cover plate 7;

Preferably, the module with the largest height modulus and length, such as the first module, is provided with a ladder structure that allows construction personnel to go down to the lower layer of the steel platform to observe the construction conditions of each working plane below the steel platform. When the construction personnel need to supervise and check the working planes below the platform, they can open the ladder cover plate 7 on the upper layer of the platform and go down to the lower layer of the platform through the ladder 8. activity needs.

It should be noted that the different modules can have a series of height coefficients, and only when the construction personnel need to supervise and observe the plane below the platform and the module height is large enough for the construction personnel to walk on the lower floor, the module will be added The ladder structure, for example, when it is necessary to supervise and inspect the working planes below the platform, the height H of the module needs to meet the walking requirements of the construction personnel on the lower floor of the module, which is beneficial to observe that the construction planes below the platform are on the top of the overall top formwork system. The real-time status during the lifting process and normal construction process is convenient for construction management; for example, a module with a height of 2m can allow construction personnel to walk on the lower level of the module while meeting the structural strength, so the module with a height of 2m also includes the upper ladder cover slabs, ladders and steel nets on the lower layer that allow construction personnel to go down from the upper layer of the module to the lower layer; when the height H is less than 2m, the module only needs to meet the structural strength requirements, so it only includes the truss structure and the upper load-bearing steel plate, and there is no need to add a ladder structure.

In another specific implementation of this embodiment, as shown in Figure 5-1, the platform may also include a small support bar 21, which is used to replace the corresponding general-purpose module, which simplifies the platform structure, reduces the weight of the platform, and saves costs; the small strut 21 is composed of the main limb 25 of the strut and the steel plates at both ends, wherein the steel plate at the end is composed of the inner plate 22 of the small strut, the outer plate of the small strut Plate 23 and small strut sticking plate 24, wherein, the main limb 25 of the small strut is selected from split T-shaped steel, the inner plate 22 of the small strut is arranged on one end of the main limb 25 of the small strut, and the outer plate of the small strut 23 is arranged on the other end of the small strut main limb 25, and the two support plate inner plates 22 or support plate outer plates 23 at each end are respectively arranged on the middle vertical part of the T-shaped steel on the lower side of the small strut main limb 25 flange plates. Both sides of the surface and parallel to the middle vertical surface, one side end faces of the small strut inner plate (22) and the small strut outer plate (23) are respectively aligned with the two end faces of the small strut main limb (25); The plate 24 is connected between the inner end surface of the small strut inner plate 22 or the small strut outer plate 23 and the middle vertical surface of the T-shaped steel.

Further, as shown in Figures 6-1, 6-2, and 6-3, the small struts 21 are connected between two modules that are parallel to each other. Insert into the two small strut outer plates 23, then insert the two small strut inner plates 22 into the A side ear plate 19 of another module, and place the lower plane of the flange plate of the small strut main limb 25 Place it on the B side ear plate 20 of one module and the A side ear plate 19 of the other module, so that the small support bar 21 can be fixed relative to the module, and then the load-bearing steel plate is laid flat between the two small support bars The entire steel platform can be covered with load-bearing steel plates.

It should be noted that since the spacing of the lug plates is different, there are large and small, so the small brace is designed with an inner panel with a smaller spacing and an outer panel with a larger spacing. In actual use, the inner panel with a smaller spacing can be Insert it into the lug plate with larger spacing, and then insert the ear plate with smaller spacing into the outer plate with larger spacing, so as to realize the connection between the small strut and each module.

Further, as shown in Figure 5-2, grooves of a certain depth are respectively provided on both sides of the plane of the flange plate of the small strut main leg 25, for erecting the load-bearing steel plate 6; similarly, the upper chord 11a of the module truss and Both sides of the plane on the flange plate of the lower chord 11b are respectively provided with grooves of the same depth as the main limbs 25 of the small struts to build the load-bearing steel plate 6 .

It should be noted that the small braces in this embodiment can use the same split T-shaped steel as the upper and lower chords of the general modular truss, and the selected split T-shaped steel has the same bending strength as the main limb of the general modular truss. Close, mainly used to fill the vacant position after the splicing of the modules, the upper plane of the connected small struts can be tiled with load-bearing steel plates, so that the entire steel platform can be covered with load-bearing steel plates to meet the use requirements of the steel platform; due to the combination The steel platform of the type integral top formwork system is mainly subjected to the load in the vertical direction, and the connection between the small strut and the general module can meet the requirements for the use of the small strut. This connection is very convenient in the process of installation and disassembly , reducing the assembly and disassembly time.

As shown in Figure 9, it is an example of the structure of the tower core tube of a certain project, the appearance of the steel platform of the designed integral top formwork system is shown in the dotted line, according to the steel platform scheme, the general module described in the present invention is used Splice this steel platform with small struts, and the resulting structure is shown in Figure 10;

It should be noted that, in the process of splicing steel platforms using the general modules and small braces, it is first necessary to determine the width modulus of the general modules to be used, and the width of all the general modules used in the splicing steel platform process The modulus is the same; then determine the approximate position of the jacking cylinder of the overall top mold system. Since the steel platform at the position of the jacking cylinder is under a greater force, the general module with a larger height modulus is selected as the main module to be installed on the jacking cylinder. In the horizontal and vertical directions where the oil cylinder is located, that is, the general module represented by the thick solid line in Figure 10, the force on the rest of the positions is relatively small, and the general module with a small height modulus can be selected for splicing, that is, in Figure 10 The general module represented by a thin solid line, such a splicing scheme can reduce the quality of the steel platform on the premise of meeting the strength and use requirements of the steel platform, and reduce the burden of the supporting column and jacking cylinder of the overall top mold system; because the periphery of the steel platform cannot Using the general modules for splicing requires specially designing a small number of special modules to be spliced with the frame of the general module splicing to complete the splicing of the overall frame of the steel platform, and then install small braces at the empty positions between the modules, and The load-bearing steel plates are laid on the modules and between the small struts to complete the splicing and erection of the entire steel platform.

It should be noted that when the steel platform of the overall top formwork system spliced by this embodiment needs to bear a large load, it can be replaced by a general module corresponding to the small strut, that is, the entire steel platform is spliced by modules Formed, which can increase the bearing capacity of the steel platform.

This application adopts the form of truss structure, which has strong load-bearing capacity and high overall stability of the structure, which can reduce the construction risk; at the same time, the modules under the same width modulus can be assembled under the premise of meeting the relevant size requirements, through the ear plate It is connected with the pin shaft, easy to install, and takes a short time to install. It can be used commonly in the construction of different tower core tubes. The construction party only needs to use the assembled steel platform area in this application to select appropriate modules for assembly, and then carry out a small amount of special work on the periphery of the platform. Module design is enough; after the construction is completed, the load-bearing steel plate is removed, the pin connection between each module and the strut is released, and then each structure is recycled and stored for use in the next construction, saving a lot of resources and costs. In line with the concept of green environmental protection.

The preferred embodiment of the present invention has been described in detail above in conjunction with the accompanying drawings, but the present invention is not limited to the specific details of the above embodiment, within the scope of the technical concept of the present invention, various simple modifications can be made to the technical solution of the present invention, These simple modifications all belong to the protection scope of the present invention.

In addition, it should be noted that the various specific technical features described in the above specific implementation manners may be combined in any suitable manner if there is no contradiction. In order to avoid unnecessary repetition, various possible combinations are not further described in the present invention.

In addition, various combinations of different embodiments of the present invention can also be combined arbitrarily, as long as they do not violate the idea of the present invention, they should also be regarded as the disclosed content of the present invention.

Claims (10)

1. a kind of overall top module system platform universal architecture of combined type, it is characterised in that：The platform is by multiple different Universal Dies Block is spliced according to the platform profile being pre-designed；The disparate modules include module truss (5), load-bearing steel plate (6), institute Module truss (5) is stated for rectangular parallelepiped space truss structure, the load-bearing steel plate (6) is arranged on the upper horizontal plane of module truss (5)； Each termination of module truss (5) both ends of the surface of the disparate modules and the lower edges of two sides are respectively equipped with termination otic placode and side To otic placode, the variant module is connected by the termination otic placode and/or lateral otic placode；The width B of the disparate modules and Height H difference is equal, and the length L of the disparate modules is different；

Wherein, the end face is two planes extended along module width direction, and the side is to extend along block length direction Two planes；The B is the center spacing of lateral otic placode plate hole described in module both sides, and the L is termination described in module two ends The center spacing of otic placode plate hole.

2. the overall top module system platform universal architecture of combined type according to claim 1, it is characterised in that：The module purlin Each side of frame (5) includes the top boom (11a) and lower boom (11b) that are parallel to each other, in top boom (11a) and lower boom Vertically it is provided between (11b) between at least two vertical vertical web rods (12), the adjacent vertical vertical web rod (12) of any two Diagonally it is provided with vertical diagonal web member (13)；

The upper lower horizontal plane of the module truss (5) is equipped with connected vertically with the top boom (11a), lower boom (11b) Horizontal plane vertical web rod (15), the horizontal plane vertical web rod (15) at least two, two levels of arbitrary neighborhood in upper layer plane Horizontal plane diagonal web member (16) is diagonally provided between face vertical web rod (15)；

Each termination of module truss (5) both ends of the surface of the disparate modules and the lower edges of two sides are respectively equipped with termination otic placode With lateral otic placode, it is specially：

Eight ends of two top boom 11a and two lower boom 11b on described (5) two end faces of module truss are set respectively There is termination otic placode, four chord members on two sides of the module truss (5) and the connection of the vertical diagonal web member (13) Place is respectively equipped with lateral otic placode.

3. the overall top module system platform universal architecture of combined type according to claim 2, it is characterised in that：The module purlin The otic placode centerline hole of the termination otic placode at frame (5) two ends overhangs two ends end face predetermined length respectively；The module truss (5) two The otic placode centerline hole of the lateral otic placode of side overhangs the lateral outer edge predetermined length of chord member respectively.

4. the overall top module system platform universal architecture of combined type according to claim 2, it is characterised in that：The module purlin The length L of frame (5) is n times of its top-bottom chord centre distance b, i.e. L=nb, n represents the internode number of the general module；It is described Disparate modules include the first module (1), the second module (2) and the 3rd module (3) and the 4th module (4)；First module (1) With four internodes, length L1=4b；Second module (2) has three internodes, length L2=3b；3rd module (3) there are two internodes, length L3=2b；4th module (4) has an internode, length L4=b；Wherein, two phases Space between adjacent vertical vertical web rod (12) constitutes an internode, and b is internode spacing, equal to two adjacent upright vertical web rod centers The spacing of line.

5. the overall top module system platform universal architecture of combined type according to claim 4, it is characterised in that：First mould Block (1), the second module (2) and the 3rd module (3) are in addition to last internode, and remaining internode width b is equal, and and module The centreline space of two chord members of upper horizontal plane is away from identical.

6. the overall top module system platform universal architecture of combined type according to claim 5, it is characterised in that：Same widths mould It is coaxial line connection between any two module of number；During connection, the A terminations otic placode (14) of a module is inserted into another module In B terminations otic placode (10), A terminations otic placode (14) is connected with B terminations otic placode (10) by bearing pin (26).

7. the overall top module system platform universal architecture of combined type according to claim 5, it is characterised in that：Same widths mould It is vertical connection between any two module of number；During connection, the lateral otic placodes of the B of a module (20) are inserted into the B of another module In termination otic placode (10), or, the A terminations otic placode (14) of a module is inserted into the lateral otic placodes of the A of another module (19), institute Termination otic placode is stated to be connected by bearing pin (26) with the lateral otic placode.

8. the overall top module system platform universal architecture of combined type according to claim 1, it is characterised in that：Described general Ladder cover plate (7) is additionally provided with the module truss (5) of any internode of module, the ladder cover plate (7) is arranged on module truss (5) On cover plate brace rod (17) on；Expanded metal lath (9) is provided with the lower horizontal plane of the module truss (5), in the load-bearing steel plate (6) Ladder (8) is provided between expanded metal lath (9), the ladder (8) is provided on the ladder strut (18) on ladder cover plate (7).

9. the overall top module system platform universal architecture of combined type according to claim 1, it is characterised in that：The platform is also Including toe dog (21)；The toe dog (21) is made up of the main limb of strut (25) and two ends termination steel plate, the termination steel plate by Toe dog inner panel (22), toe dog outside plate (23), toe dog pasting board (24) composition, wherein, the main limb of toe dog (25) is to cut open Divide T-steel, toe dog inner panel (22) and the one end for being arranged at the main limb of toe dog (25), toe dog outside plate (23) is arranged at toe dog The other end of main limb (25), and two toe dog inner panels (22) of every one end or toe dog outside plate (23) are separately positioned on toe dog The middle vertical plane both sides of T-steel on the downside of main limb (25) flange plate and, toe dog inner panel (22) and small support parallel with middle vertical plane Both ends of the surface of one side end face of bar outside plate (23) respectively with the main limb of toe dog (25) are alignd；Toe dog pasting board (24) is connected to small support Between the middle vertical plane of the inner side end and T-steel of bar inner panel (22) or toe dog outside plate (23).

10. the overall top module system platform universal architecture of combined type according to claim 9, it is characterised in that：The small support Bar (21) is used to connect two modules being parallel to each other；During connection, the lateral otic placodes of the B of a module (20) are inserted into two small In strut outside plate (23), then two toe dog inner panels (22) are inserted into the lateral otic placodes of the A of another module (19), and by small support The flange plate lower plane of the main limb of bar (25) is placed on the lateral otic placodes of B (20) of a module and the lateral otic placodes of A of another module (19) on.