CN219754135U - Fastener type formwork support system - Google Patents

Abstract

The utility model provides a fastener type formwork support system, which comprises: the frame body foundation is arranged on the ground; the first combined support assemblies are arranged on the frame body foundation in an extending mode along the first direction; the second combined support assemblies are arranged on the frame body foundation in an extending mode along the first direction; which are alternately arranged with the plurality of first combined support components at intervals in the second direction and the third direction; the keel assembly is arranged on the first combined support assemblies and the second combined support assemblies; the template is arranged on the keel assembly; the joist assembly is used for supporting the joist assembly, and the template is used for pouring the structural floor slab. The utility model provides a plurality of first combined supporting components and a plurality of second combined supporting components for supporting the keel components and the templates together. And the first combined supporting component and the second combined supporting component are alternately arranged. Thereby improving the stability and reliability of the fastener type formwork support system.

Description

Fastener type formwork support system

Technical Field

The utility model relates to the technical field of building equipment, in particular to a fastener type formwork support system.

Background

At present, the steel pipe fastener type full-hall frame is used as a common formwork support system and has wide application in China. However, the steel pipe fastener type full-hall frame is limited by its own structure (see chinese patent No. CN 103031955B), resulting in poor support stability and reliability.

In other words, there is a need to develop a formwork support system with better support stability and reliability.

Disclosure of Invention

The utility model provides a fastener type template supporting system for solving the technical problems, which has better stability and reliability.

The utility model provides a fastener type formwork support system, which comprises: the frame body foundation is arranged on the ground; the first combined support assemblies are arranged on the frame body foundation in an extending mode along the first direction; the second combined support assemblies are arranged on the frame body foundation in an extending mode along the first direction; which are alternately arranged with the plurality of first combined support components at intervals in the second direction and the third direction; the keel assembly is arranged on the first combined support assemblies and the second combined support assemblies; and

the template is arranged on the keel assembly; the joist assembly is used for supporting the joist assembly, and the template is used for pouring the structural floor slab.

In one embodiment, the first composite support assembly includes: the first base plate is arranged on the basis of the frame body; the first combined vertical rod supporting piece is arranged on the first backing plate; the first adjustable bracket is arranged on the first combined vertical rod supporting piece and is used for supporting the keel assembly; wherein, first combination pole setting support includes: one end of the wheel buckle type steel pipe vertical rod is arranged on the first base plate; and one end of the steel pipe vertical rod is in socket connection with the other end of the wheel buckle type steel pipe vertical rod, and a first adjustable bracket is arranged at the other end of the steel pipe vertical rod.

In one embodiment, the device further comprises a plurality of first horizontal rods which are arranged at intervals in the first direction, wherein the first horizontal rods extend in the second direction and are connected with the plurality of wheel buckle type steel pipe vertical rods and the plurality of second combined support assemblies.

In one embodiment, the second composite support assembly includes: the second base plate is arranged on the basis of the frame body; the second combined vertical rod supporting piece is arranged on the second base plate; the second adjustable bracket is arranged on the second combined vertical rod supporting piece and is used for supporting the keel assembly; wherein, the second combination pole setting support includes: one end of the steel pipe upright rod is arranged on the second backing plate; and one end of the wheel buckle type steel pipe vertical rod is in socket connection with the other end of the steel pipe vertical rod, and a second adjustable bracket is arranged at the other end of the wheel buckle type steel pipe vertical rod.

In one embodiment, the device further comprises a plurality of second horizontal rods which are arranged at intervals in the first direction, and the second horizontal rods extend in the second direction and are connected with the plurality of wheel buckle type steel pipe vertical rods and the plurality of first combined support components.

In one embodiment, the length of the wheel buckle type steel pipe vertical rod is 1800m, and the length of the steel pipe vertical rod is 500mm.

In one embodiment, a keel assembly includes: the main keels are arranged on the first combined support assemblies and the second combined support assemblies; the multiple secondary keels are arranged on the main keels at intervals along the length direction of the main keels; wherein, the template sets up on many secondary joists.

In one embodiment, the device further comprises a scissors structure disposed on the first combined support assembly and/or the second combined support assembly.

In one embodiment, a scissors structure comprises: the first end of the first scissor support is connected with the top of one first combined support assembly of the first combined support assemblies, and the other end of the first scissor support is connected with the bottom of the other first combined support assembly of the first combined support assemblies; the first end of the second scissor support is connected with the bottom of one first combined support component, and the other end of the second scissor support is connected with the top of the other first combined support component; wherein, a first combined support component and another first combined support component are arranged at intervals in a second direction or a third direction.

In one embodiment, a scissors structure comprises: the first end of the first scissor support is connected with the top of one second combined support assembly of the second combined support assemblies, and the other end of the first scissor support is connected with the bottom of the other second combined support assembly of the second combined support assemblies; the first end of the second scissor support is connected with the bottom of one second combined support component, and the other end of the second scissor support is connected with the top of the other second combined support component; wherein, a second combined support component and another second combined support component are arranged at intervals in a second direction or a third direction.

Compared with the prior art, the utility model has the beneficial effects that: a plurality of first composite support assemblies and a plurality of second composite support assemblies are provided to collectively support the keel assembly and the form. And the first combined supporting component and the second combined supporting component are alternately arranged. Thereby improving the stability and reliability of the fastener type formwork support system.

Drawings

FIG. 1 is a front cross-sectional view of a clip-on formwork support system in accordance with an embodiment of the present utility model;

FIG. 2 is a cross-sectional view of the buckle type formwork support system A-A of FIG. 1;

fig. 3 is a cross-sectional view of the buckle type formwork support system B-B of fig. 1.

In the figure: 10. a frame foundation; 20. a first composite support assembly; 21. a first backing plate; 22. a first modular pole support; 23. a first adjustable bracket; 30. a second composite support assembly; 31. a second backing plate; 32. a second combined pole support; 33. a second adjustable bracket; 40. a keel assembly; 41. a main keel; 42. a secondary keel; 50. a template; 60. a first horizontal bar; 70. a second horizontal bar; 80. a scissors support structure; 81. a first scissors support; 82. a second scissors support; 100. and pouring the structural floor slab.

Detailed Description

The utility model is described in further detail below with reference to the drawings and specific examples.

As shown in fig. 1-3, the present utility model provides a clip-on formwork support system comprising a frame foundation 10, a plurality of first modular support assemblies 20, a plurality of second modular support assemblies 30 and keel assemblies 40, and a formwork 50. Wherein the frame base 10 is disposed on the ground, and the plurality of first combined support assemblies 20 are disposed on the frame base 10 along the first direction; a plurality of second combined support assemblies 30 are extended and arranged on the frame foundation 10 along the first direction; which are alternately spaced apart from the plurality of first combined support members 20 in the second direction and the third direction; the keel assembly 40 is disposed on the plurality of first composite support assemblies 20 and the plurality of second composite support assemblies 30; the form 50 is disposed on the keel assembly 40; the keel assembly 40 is used to support the keel assembly 40 and the form 50 is used to cast the structural floor slab 100.

In the above arrangement, a plurality of first composite support members 20 and a plurality of second composite support members 30 are provided to collectively support the keel assembly 40 and the form 50. And the first and second combination support assemblies 20 and 30 are alternately arranged. Thereby improving the stability and reliability of the fastener type formwork support system.

In particular, as shown in fig. 1-3, in one embodiment, the first modular support assembly 20 includes a first backing plate 21, a first modular pole support 22, and a first adjustable bracket 23. Wherein, the first backing plate 21 is arranged on the frame body foundation 10; the first combined upright support 22 is arranged on the first backing plate 21; a first adjustable bracket 23 is provided on the first modular pole support 22, the first adjustable bracket 23 for supporting the keel assembly 40; wherein the first combined pole support 22 comprises a wheel buckle type steel pipe pole and a steel pipe pole. One end of the wheel buckle type steel pipe vertical rod is arranged on the first base plate 21; one end of the steel pipe vertical rod is in socket connection with the other end of the wheel buckle type steel pipe vertical rod, and a first adjustable bracket 23 is arranged at the other end of the steel pipe vertical rod.

Specifically, as shown in fig. 1 to 3, in one embodiment, the clip type formwork support system further includes a plurality of first horizontal bars 60 disposed at intervals in the first direction, the first horizontal bars 60 extending in the second direction and being connected to the plurality of wheel-clip type steel pipe uprights and the plurality of second combined support members 30.

In particular, as shown in fig. 1-3, in one embodiment, the second modular support assembly 30 includes a second backing plate 31, a second modular pole support 32, and a second adjustable bracket 33. Wherein the second pad 31 is arranged on the frame foundation 10; the second combined upright support 32 is arranged on the second backing plate 31; a second adjustable bracket 33 is provided on the second modular pole support 32, the second adjustable bracket 33 for supporting the keel assembly 40; the second composite pole support 32 includes a steel pipe pole and a wheel buckle type steel pipe pole. Wherein, one end of the steel pipe pole setting is arranged on the second backing plate 31, one end of the wheel buckle type steel pipe pole setting is in socket connection with the other end of the steel pipe pole setting, and a second adjustable bracket 33 is arranged on the other end of the wheel buckle type steel pipe pole setting.

Specifically, as shown in fig. 1 to 3, in one embodiment, the clip type formwork support system further includes a plurality of second horizontal bars 70 disposed at intervals in the first direction, the second horizontal bars 70 extending in the second direction and being connected to the plurality of wheel-clip type steel pipe uprights and the plurality of first combined support members 20.

Specifically, as shown in fig. 1 to 3, in one embodiment, the length of the wheel buckle type steel pipe vertical pole is 1800m, and the length of the steel pipe vertical pole is 500mm.

Specifically, as shown in fig. 1-3, in one embodiment, the keel assembly 40 includes a main keel 41 and a plurality of cross runners 42. Wherein the main runners 41 are provided on the plurality of first composite support assemblies 20 and the plurality of second composite support assemblies 30; the plurality of cross runners 42 are spaced apart along the length of the main runner 41 on the main runner 41. The form 50 is disposed on a plurality of cross runners 42.

Specifically, as shown in fig. 1-3, in one embodiment, the buckle-type formwork support system further includes a scissors structure 80, the scissors structure 80 being disposed on the first composite support assembly 20 and/or the second composite support assembly 30.

Specifically, as shown in fig. 1-3, in one embodiment, the scissors structure 80 includes a first scissors 81 and a second scissors 82. Wherein a first end of the first scissors stay 81 is connected with a top of one first combination support assembly 20 of the plurality of first combination support assemblies 20, and the other end of the first scissors stay 81 is connected with a bottom of another first combination support assembly 20 of the plurality of first combination support assemblies 20. The first end of the second scissors stay 82 is connected to the bottom of one of the first combination support assemblies 20, and the other end of the second scissors stay 82 is connected to the top of the other first combination support assembly 20. One first combination support assembly 20 is spaced apart from the other first combination support assembly 20 in the second direction or the third direction.

Of course in an alternative embodiment not shown in the drawings of the present utility model, the scissors structure 80 comprises a first scissors 81 and a second scissors 82. Wherein a first end of the first scissors stay 81 is connected with a top of one second combination support assembly 30 of the plurality of second combination support assemblies 30, and the other end of the first scissors stay 81 is connected with a bottom of the other second combination support assembly 30 of the plurality of second combination support assemblies 30; the first end of the second scissors stay 82 is connected with the bottom of one second combined support assembly 30, and the other end of the second scissors stay 82 is connected with the top of the other second combined support assembly 30; one of the second combination support assemblies 30 is spaced apart from the other second combination support assembly 30 in the second direction or the third direction.

A complete embodiment of the utility model is described below in conjunction with fig. 1-3:

the utility model aims to solve the problem of a height blind area of a frame body set up caused by the combination of a common steel pipe taking 500mm as a modulus and an adjustable support taking 300mm as an adjusting interval, and provides a fastener type template supporting system with good supporting effect and strong stability, which comprises the following components:

1.8m long wheel buckle type steel pipe vertical rod (the wheel buckle type steel pipe vertical rod) is connected with a common steel pipe vertical rod (the steel pipe vertical rod) in a sleeve manner (socket connection), so that an integrally stable steel pipe buckle type formwork support system is formed; after the 1.8m round steel pipe is adopted for adjustment, the height range of the frame body is changed into 500 XN+168+300-500 XN+468+300, namely 500 XN+468-500X (N+1) +268, so that the dead zone of the frame body is perfectly eliminated.

A plurality of adjustable brackets (including a first adjustable bracket 23 and a second adjustable bracket 33) disposed at the top end of the support frame;

the wood base plate (comprising the first base plate 21 and the second base plate 31) can increase the stability of the upright rod of the support frame and evenly transfer the upright rod load;

the steel pipe fastener type template support frame is characterized in that steel pipes are connected into a stable whole and are supported between a wood base plate and an adjustable bracket.

Further, the steel pipe fastener formula template support frame includes:

the plurality of support vertical rods (comprising a second combined vertical rod support piece and a first combined vertical rod support piece) are connected and lengthened through sleeve connection, and the common steel pipe vertical rods are connected through butt joint fasteners; a supporting keel frame (keel assembly 40) laid on top of the plurality of supporting uprights; the template is laid on the top end of the supporting keel frame.

The supporting keel frame is paved at the top ends of the supporting upright rods; the template is laid on the top end of the supporting keel frame.

Optionally, the support frame further comprises:

the adjustable bracket (including first adjustable bracket and second adjustable bracket) sets up and is used for adjusting the height or the levelness of supporting the keel frame between supporting pole setting and supporting the keel frame.

The height or levelness of the supporting keel frame is adjusted through the adjustable bracket, so that the supporting keel frame can be better attached to the template, and the supporting effect of the template is improved.

Further, the support keel frame includes:

the main keels are arranged at intervals and are arranged at the top ends of the adjustable brackets; and the plurality of secondary keels are paved at the top ends of the plurality of main keels along the length direction of the main keels.

Further, the wheel-buckling type steel pipe vertical rods and the common steel pipe vertical rods are arranged according to plum blossom shapes, the joint positions are staggered, meanwhile, the wheel-buckling type steel pipe vertical rods are placed upside down, the pipe ends of the connecting pipes are arranged on the upper parts, and the connecting pipes are connected with the upper part steel pipes in a socket joint manner; the top wheel buckle type steel pipe vertical rod is placed vertically, the connecting sleeve end is arranged downwards and is connected with the lower steel pipe in a socket joint mode, and the fact that the top is in the same horizontal plane after the frame body is erected is guaranteed.

According to the utility model, through adopting the common 1.8m long-wheel buckle type steel pipe vertical rod on the market and performing sleeve connection with the common steel pipe vertical rod, an integrally stable steel pipe buckle type formwork support system is formed, the dead zone of the frame body erection generated by combining the common steel pipe with the modulus of 500mm and the adjustable support with the adjusting section of 300mm is eliminated, the safety risk and hidden danger caused by increasing the thickness of a bottom cushion block or lengthening in a steel pipe joint mode are avoided, the construction speed is high, the adaptability of the steel pipe buckle type full-hall frame is improved, the support frame is not easy to deviate, and the pouring quality of a floor slab is further ensured.

It should be noted that, fig. 1 is a schematic cross-sectional structure of a fastener-type formwork support system in this embodiment, including a frame base, a wood pad, a horizontal rod (including a first horizontal rod and a second horizontal rod), a 1.8m wheel-fastening steel pipe vertical rod, a common steel pipe vertical rod, a scissor support (including a first scissor support and a second scissor support), a main keel, a secondary keel, a formwork and an adjustable bracket, mainly for feeding back a socket connection mode of the 1.8m wheel-fastening steel pipe vertical rod and the common steel pipe vertical rod, and a horizontal rod tie is respectively arranged at the bottom and the top ends of the 1.8m wheel-fastening steel pipe vertical rod region, so as to form a stable formwork support system.

Referring to fig. 2 and 3, the fastener type formwork support system comprises a wood base plate, a horizontal rod, a 1.8m round buckle type steel pipe vertical rod and a common steel pipe vertical rod, and mainly aims to feed back the quincuncial arrangement of the 1.8m round buckle type steel pipe vertical rod and the common steel pipe vertical rod so as to stagger the vertical joint positions of the vertical rods.

The frame foundation must be flat and firm, and drainage is done, so that the wood pad is prevented from deforming and softening due to soaking by water; then, the side columns of the building are guided and tested, each axis is guided out by taking the axis as an origin, the inner line, the side line and the outer side of the template are pulled out according to the axis position, the vertical rods are positioned, a wood base plate is paved at the bottom, the vertical rods are positioned accurately, and the foundation is stable; according to the positioning points, placing first-step vertical rods which are arranged in a quincuncial manner by adopting common steel pipes and 1.8m round-button steel pipes so as to stagger the vertical joint positions of the vertical rods; the 1.8m wheel buckle type steel pipe adopts a reverse arrangement mode, and the upright rod is connected with the sleeve pipe in an upper mode and is in socket connection with the upper steel pipe.

After the first step of standing, lengthening the vertical rod, and when the 1.8m round buckling steel pipe is arranged upwards, adopting a positive arrangement mode, and connecting a connecting sleeve pipe provided with the 1.8m round buckling steel pipe with a lower part common steel pipe in a socket connection mode; when the 1.8m wheel-buckled steel pipe is placed downwards, the steel pipe is also in socket connection with the upper common steel pipe, so that the problem of height difference caused by the existence of the 1.8m wheel-buckled steel pipe connecting sleeve is solved, and meanwhile, the overall stability is stronger.

The horizontal rod is connected with the vertical rod by adopting the fastener, and because the length of the 1.8m wheel buckle type steel pipe is shorter, the bottom and the top of the 1.8m wheel buckle type steel pipe area are required to be respectively provided with one horizontal rod for connection in order to ensure the perpendicularity and the stability of the vertical rod, the distance is 1500mm, the safety of the frame body is enhanced, and meanwhile, the scissors are arranged for drawknot according to the standard requirement, and the stability of the frame body is enhanced.

An adjustable bracket is arranged above each upright rod and each wood base plate, and a main keel is arranged on each adjustable bracket. After the main joists are laid, a plurality of secondary joists are laid at intervals along the length direction of the top ends of the main joists. After the installation of the secondary joist is completed, a template is paved at the top end of the secondary joist, and the required height of the template can be adjusted through the adjustable bracket. And after the template is paved, pouring construction of the structural floor slab can be performed. And before final setting of the structural floor slab, the structural floor slab is supported by a wood base plate and a supporting frame. After the structural floor slab reaches the form removal condition, the wood backing plate and the supporting frame can be detached, and the structural floor slab can be used for supporting the next structural floor slab after turnover, so that the measure cost is reduced.

The steel pipe fastener type full-hall frame is used as a common formwork support system and has wide application in China. However, since the lengths of the steel pipes used for the steel pipe fastener type full-hall frame in the market are generally 500mm, 1000mm, 1500mm, 2000mm, 2500mm, 3000mm, 3500mm, 4000mm, 4500mm, 5000mm, 5500mm, 6000mm, and the lengths are distributed in equal-difference rows with 500mm as the modulus, the adjusting range of the top adjustable support is 0-300 mm, after the two are connected with each other, the erection height of the steel pipe fastener type full-hall frame is 500-800 mm, 1000-1300 mm, 1500-1800 mm, 2000-2300 mm, 2500-2800 mm, 3000-3300 mm, 3500-3500 mm, 4000-4300 mm, 4500-4800 mm, 5000-5300 mm, 5500-5800 mm, 6000-6300 mm, and the like (the heights exceeding 6000mm can be continuously connected with the steel pipes), wherein 800-1000 mm, 1300-1500 mm … … mm are arranged

The height blind areas of the frame body set up of 200mm exist respectively at 5800-6000 mm. At this time, the bottom cushion block is usually required to be increased in thickness or the steel pipe joint is adopted for lengthening, but the stability of the vertical rod is reduced due to the lack of transverse drawknot in the two methods, so that the safety of the scaffold is greatly influenced, and a large potential safety hazard exists.

The height blind area of the normal steel pipe fastener type full-hall frame is shown in the following table 1:

from the above table, the general steel pipe fastener type full-hall frame has the frame body set-up height range within the whole set-up height range: the length of the steel pipe, the thickness of the bottom backing plate, the thickness of the template, the thickness of the secondary joist, the thickness of the main joist and the adjustable support adjusting range=500×N (N is an integer) +15mm+15mm+90mm+48mm+ (0-300 mm) =500×N+168 mm-500×N+468mm, the range of blind areas in the section is 500×N+468 mm-500× (N+1) +168mm, 2/5 blind areas exist, and the range of blind areas is larger. The common 1.8m round buckle type steel pipe in the market is adopted to replace part of the steel pipe vertical rod so as to adjust the erection height of the whole frame body, so that the frame body erection height range is changed into 500 XN+168+300-500 XN+468+300, namely 500 XN+468-500× (N+1) +268, and the frame body erection blind area can be perfectly eliminated.

In the present utility model, the terms "first," "second," "third," and the like are used for descriptive purposes only and are not to be construed as indicating or implying relative importance; the term "plurality" means two or more, unless expressly defined otherwise. The terms "mounted," "connected," "secured," and the like are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; "coupled" may be directly coupled or indirectly coupled through intermediaries. The specific meaning of the above terms in the present utility model can be understood by those of ordinary skill in the art according to the specific circumstances.

In the description of the present utility model, it should be understood that the directions or positional relationships indicated by the terms "upper", "lower", "left", "right", "front", "rear", etc. are based on the directions or positional relationships shown in the drawings, are merely for convenience of describing the present utility model and simplifying the description, and do not indicate or imply that the devices or units referred to must have a specific direction, be constructed and operated in a specific direction, and thus should not be construed as limiting the present utility model.

In the description of the present specification, the terms "one embodiment," "some embodiments," "particular embodiments," and the like, mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the present utility model. In this specification, schematic representations of the above terms do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.

The above is only a preferred embodiment of the present utility model, and the protection scope of the present utility model is not limited to the above examples, and all technical solutions belonging to the concept of the present utility model belong to the protection scope of the present utility model. It should be noted that modifications and adaptations to the utility model without departing from the principles thereof are intended to be comprehended by those skilled in the art and are intended to be within the scope of the utility model.

Claims (10)

1. A fastener type formwork support system comprising:

the frame body foundation is arranged on the ground; and

the first combined support assemblies are arranged on the frame body foundation in an extending mode along the first direction; and

the second combined support assemblies are arranged on the frame body foundation in an extending mode along the first direction; which are alternately arranged with a plurality of the first combined support components at intervals in the second direction and the third direction;

the keel assembly is arranged on the first combined support assemblies and the second combined support assemblies; and

the template is arranged on the keel assembly;

the joist assembly is used for supporting the joist assembly, and the formwork is used for pouring a structural floor slab.

2. The clip-type formwork support system of claim 1, wherein the first modular support assembly comprises:

the first base plate is arranged on the frame body foundation; and

the first combined vertical rod supporting piece is arranged on the first base plate; and

a first adjustable bracket disposed on the first modular pole support, the first adjustable bracket for supporting the keel assembly;

wherein, first combination pole setting support includes:

one end of the wheel buckle type steel pipe vertical rod is arranged on the first base plate; and

one end of the steel pipe vertical rod is in socket connection with the other end of the wheel buckle type steel pipe vertical rod, and the other end of the steel pipe vertical rod is provided with the first adjustable bracket.

3. The system of claim 2, further comprising a plurality of first horizontal bars spaced apart in a first direction, the first horizontal bars extending in a second direction and simultaneously connecting a plurality of said first modular support assembly's wheel-buckled steel tube uprights and a plurality of said second modular support assemblies.

4. The clip-type formwork support system of claim 1, wherein the second modular support assembly comprises:

the second base plate is arranged on the frame body foundation; and

the second combined vertical rod supporting piece is arranged on the second base plate; and

a second adjustable bracket disposed on the second modular pole support, the second adjustable bracket configured to support the keel assembly;

wherein, second combination pole setting support includes:

one end of the steel pipe upright rod is arranged on the second backing plate; and

the wheel knot formula steel pipe pole setting, its one end with the other end socket joint of steel pipe pole setting, be provided with on the other end of wheel knot formula steel pipe pole setting the adjustable bracket of second.

5. The system of claim 4, further comprising a plurality of second horizontal bars spaced apart in a first direction, the second horizontal bars extending in a second direction and simultaneously connecting a plurality of the second modular support assemblies with a plurality of the first modular support assemblies.

6. The clip form formwork support system of any one of claims 2 to 5, wherein the length of the wheelclip steel tube riser is 1800m and the length of the steel tube riser is 500mm.

7. The clip type formwork support system of claim 1, wherein the keel assembly comprises:

the main keels are arranged on the first combined support assemblies and the second combined support assemblies; and

the multiple secondary keels are arranged on the main keels at intervals along the length direction of the main keels;

wherein, the template sets up many on the secondary joist.

8. The fastener type formwork support system of claim 1, further comprising a scissor brace structure disposed on the first modular support assembly and/or the second modular support assembly.

9. The clip style formwork support system of claim 8, wherein said scissors structure comprises:

a first scissors stay, a first end of which is connected with the top of one of the plurality of first combined support components, and the other end of which is connected with the bottom of the other of the plurality of first combined support components;

the first end of the second scissor support is connected with the bottom of one first combined support component, and the other end of the second scissor support is connected with the top of the other first combined support component;

wherein, one first combined support component and another first combined support component are arranged at intervals in a second direction or a third direction.

10. The clip style formwork support system of claim 8, wherein said scissors structure comprises:

a first scissors stay, a first end of which is connected with the top of one of the plurality of second combined support components, and the other end of which is connected with the bottom of the other of the plurality of second combined support components;

the first end of the second scissor support is connected with the bottom of one second combined support component, and the other end of the second scissor support is connected with the top of the other second combined support component;

wherein, one second combined support component and another second combined support component are arranged at intervals in a second direction or a third direction.