Formwork of SA-grade anti-collision guardrail with planter

Abstract

The invention discloses an SA-grade anti-collision guardrail formwork with flower grooves. The SA-grade anti-collision guardrail formwork comprises an inner side formwork unit, an outer side formwork unit and an inner formwork unit. The inner side mold unit comprises an inner side mold steel panel, a plurality of inner side mold transverse ribs and two inner side mold vertical ribs; each inner side mold vertical rib comprises two inner side mold inverted L-shaped steel plates; the outer side die unit comprises an outer side die steel panel, a plurality of outer side die transverse ribs and two outer side die vertical ribs; each outer side mold vertical rib comprises two outer side mold inverted-L-shaped steel plates, and the distance between the two outer side mold inverted-L-shaped steel plates is smaller than that between the two inner side mold inverted-L-shaped steel plates; after the transverse parts of the two outer side mold vertical ribs are respectively inserted into the transverse parts of the two inner side mold vertical ribs, the two inner side mold connecting pin shafts and the two outer side mold connecting pin shafts are respectively inserted into pin holes of the transverse parts of the two inner side mold vertical ribs and pin holes of the transverse parts of the two outer side mold vertical ribs; the inner die unit comprises an inner die steel panel, two inner die top transverse ribs, a plurality of inner die middle-lower transverse ribs, a plurality of inner die vertical ribs and an inner die floating stopping mechanism. The device is quick and convenient to mount and dismount, safe and reliable.

Description

Technical Field

[0001] The present invention relates to a formwork for an SA - level anti - collision guardrail with a flower groove. Background Art

[0002] In the construction of traditional highway engineering bridge concrete anti - collision guardrails, it is necessary to fix the inner and outer formworks through tie rods to resist the lateral pressure of concrete. When installing, it is necessary to pass through sleeves, tie rods, and fastening nuts, and there are certain potential safety hazards in the connection of tie rods. In addition, the residual holes after the removal of tie rods need to be plugged twice, which is likely to cause quality problems such as slurry leakage, root rot, water seepage, and steel bar corrosion. The secondary repair also affects the appearance of the overall anti - collision guardrail.

[0003] The cross - section of the SA - level concrete anti - collision guardrail with a flower groove is of a Ч - shaped structure, and the flower groove should be cast in - situ together with the anti - collision guardrail body. When using the traditional tie - rod type guardrail formwork, due to the existence of the flower groove chamber, it increases the cross - section size of the guardrail, the self - weight of the formwork, the length and quantity of tie rods, resulting in an increased construction safety risk, higher requirements for the installation stability of the formwork during construction. At the same time, the number of reserved holes increases, and auxiliary measures such as slurry stopping and reinforcement also increase accordingly, and the process is cumbersome and time - consuming. Summary of the Invention

[0004] The purpose of the present invention is to overcome the defects of the prior art and provide a formwork for an SA - level anti - collision guardrail with a flower groove, which is not only fast and convenient to install and disassemble, but also safe and reliable.

[0005] The purpose of the present invention is achieved as follows: A formwork for an SA - level anti - collision guardrail with a flower groove, including side formworks and end formworks. The side formworks are spliced by a plurality of formwork units through inter - plate connectors. Each formwork unit includes an inner formwork unit, an outer formwork unit, two inner - outer formwork connecting pin shafts, two outer formwork adjusting flower basket screws, and an inner formwork unit; characterized in that,

[0006] The inner formwork unit includes an inner formwork steel panel, a plurality of inner formwork transverse ribs, and two inner formwork vertical ribs; each inner formwork vertical rib includes two inner formwork inverted L - shaped steel plates and a plurality of inner formwork stiffening plates spaced and connected between the vertical parts of the two inner formwork inverted L - shaped steel plates. The bottom height of the transverse part of the inner formwork inverted L - shaped steel plate is higher than the top of the guardrail, the length of the transverse part of the inner formwork inverted L - shaped steel plate is greater than the thickness of the guardrail, and a pin hole is respectively opened at the top of the free end of the transverse parts of the two inner formwork inverted L - shaped steel plates;

[0007] The outer mold unit includes an outer mold steel panel, a number of outer mold transverse ribs, and two outer mold vertical ribs; each of the outer mold vertical ribs includes two outer mold L-shaped steel plates with a spacing smaller than that of the inner mold L-shaped steel plates, and a number of outer mold stiffening plates connected between the two outer mold L-shaped steel plates at intervals; the bottom height of the transverse part of the outer mold L-shaped steel plate is the same as that of the transverse part of the inner mold L-shaped steel plate; the length of the transverse part of the outer mold L-shaped steel plate is greater than the thickness of the guardrail, and a pin hole corresponding to the pin hole on the inner mold L-shaped steel plate is respectively opened at the top of the non-free ends of the transverse parts of the two outer mold L-shaped steel plates;

[0008] After the transverse parts of the two outer mold vertical ribs are inserted into the transverse parts of the two inner mold vertical ribs one by one, two inner and outer mold connecting pin shafts are inserted into the pin holes of the transverse parts of the two inner mold vertical ribs and the pin holes of the transverse parts of the two outer mold vertical ribs one by one;

[0009] The lower ends of the two outer mold adjusting flower basket screws are respectively connected to a connecting plate located in the middle of the two inner mold vertical ribs, and the upper ends of the two outer mold adjusting flower basket screws are respectively clamped at the bottom of an outer mold stiffening plate at the free end of the transverse part of the two outer mold vertical ribs through a clamping plate;

[0010] The inner mold unit is arranged between the inner mold unit and the outer mold unit. The inner mold unit includes an inner mold steel panel, two inner mold top transverse ribs, a number of inner mold middle and lower transverse ribs, a number of inner mold vertical ribs, and an inner mold anti-floating mechanism; the side of the inner mold steel panel is U-shaped and includes an arc-shaped bottom panel and side panels connected to the top ends of the arc-shaped bottom panel in a one-to-one correspondence; the inner mold anti-floating mechanism includes an inner mold fixed support, an I-shaped steel plate, a lead screw, and two adjusting nuts; the inner mold fixed support includes two fixed channel steels with one end fixed on the outer side of the transverse part of the one inner mold vertical rib, and two fixing plates straddling between the top surfaces and the bottom surfaces of the two fixed channel steels and having a perforation in the middle; the I-shaped anti-floating steel plate is embedded between the two top transverse ribs; the lead screw is inserted into the perforations of the two fixing plates of the inner mold fixed support, and the lower part of the lead screw is welded to the middle of a surface of the I-shaped steel plate; the two adjusting nuts are installed on the lead screw and are respectively located on the top surface and the bottom surface of the inner mold fixed support;

[0011] The end mold includes two edge sealing steel plates and a set of edge sealing steel plate connectors.

[0012] The formwork of the above-mentioned SA-level anti-collision guardrail with flower grooves, wherein the inner formwork unit further includes two bridge deck connecting screws and two inner formwork diagonal braces; the two bridge deck connecting screws are respectively connected between the bottom of the two inner formwork vertical ribs and the bridge deck through supports; the upper ends of the two inner formwork diagonal braces are respectively connected to the bottom of the topmost inner formwork horizontal rib on the outer side of the two inner formwork vertical ribs, and the lower ends of the two inner formwork diagonal braces are respectively fixed on the bridge deck through bridge deck fixing screws.

[0013] The formwork of the above-mentioned SA-level anti-collision guardrail with flower grooves, wherein the inner formwork diagonal brace adopts a turnbuckle.

[0014] The formwork of the above-mentioned SA-level anti-collision guardrail with flower grooves, wherein a L-shaped reinforcing plate is respectively fixed on the outer surfaces of the transverse parts of the two inner formwork inverted L-shaped steel plates of each inner formwork vertical rib.

[0015] The formwork of the above-mentioned SA-level anti-collision guardrail with flower grooves, wherein a pedestrian pedal is further laid between the two inner formwork vertical ribs of the inner formwork unit.

[0016] The formwork of the above-mentioned SA-level anti-collision guardrail with flower grooves, wherein the inner formwork horizontal rib includes inner formwork steel plate horizontal ribs arranged on the outer surfaces of the two vertical plates of the inner formwork steel panel and two angle steel horizontal ribs respectively arranged at the tops of the outer surfaces of the two vertical plates of the inner formwork steel panel.

[0017] The formwork of the above-mentioned SA-level anti-collision guardrail with flower grooves, wherein the inner formwork unit further includes a steel cover plate covering between the tops of the side panels on both sides of the inner formwork steel panel, and a plurality of steel partition plates are fixedly arranged at intervals along the length direction in the middle of the bottom surface of the steel cover plate, and the length of the steel partition plates is adapted to the distance between the side panels on both sides.

[0018] The formwork of the SA-level anti-collision guardrail with flower grooves of the present invention has the following characteristics:

[0019] Adopting a modular design, the connection and fixation between the inner and outer formworks and the inner formwork are free of tie rods, using high-strength pin shafts and screws. The overall structure is simple, without complex on-site processing and adjustment. The installation and disassembly are time-saving, labor-saving, fast and convenient, greatly improving the turnover efficiency of the formwork, and effectively preventing the phenomenon of slurry leakage during the concrete pouring process, making the surface of the poured guardrail smooth and flat, without quality defects such as honeycombing and pockmarks, which can not only improve the overall quality of the project but also reduce the construction cost; at the same time, based on the "clamp-type" force between the inner and outer formworks, a self-stabilizing gantry structure is formed, which is safe and stable, completely eliminating safety hazards such as formwork deformation and collapse caused by the loosening and fracture of tie rods. Description of the Drawings

[0020] Figure 1It is the cross-sectional view of the template unit of the SA-level anti-collision guardrail with flower grooves of the present invention;

[0021] Figure 2 It is the side view of the inner mold unit of the template of the SA-level anti-collision guardrail with flower grooves of the present invention;

[0022] Figure 3 It is the front view of the inner mold unit of the template of the SA-level anti-collision guardrail with flower grooves of the present invention;

[0023] Figure 4 It is the side view of the outer mold unit of the template of the SA-level anti-collision guardrail with flower grooves of the present invention;

[0024] Figure 5 It is the front view of the outer mold unit of the template of the SA-level anti-collision guardrail with flower grooves of the present invention;

[0025] Figure 6 It is the front view of the inner mold unit of the template of the SA-level anti-collision guardrail with flower grooves of the present invention;

[0026] Figure 7 It is Figure 6 the view in the direction of A-A in;

[0027] Figure 8 It is Figure 6 the view in the direction of B-B in;

[0028] Figure 9 It is the front view of the end mold of the template of the SA-level anti-collision guardrail with flower grooves of the present invention. Detailed implementation manners

[0029] The present invention will be further described below with reference to the accompanying drawings.

[0030] Please refer to Figures 1 to 9 , the template of the SA-level anti-collision guardrail with flower grooves of the present invention includes a side mold and an end mold 4. The side mold is formed by splicing a plurality of template units through inter-board connecting pieces. Each template unit includes an inner mold unit 1, an outer mold unit 2, two inner and outer mold connecting pin shafts 5, two outer mold adjusting flower basket screws 6, and an inner mold unit 3.

[0031] The inner mold unit 1 includes an inner mold steel panel 10, five inner mold transverse ribs 11, two inner mold vertical ribs 12, two bridge deck connecting screw rods 13, two inner mold diagonal struts 14, and a pedestrian pedal 16; among them,

[0032] the uppermost inner mold transverse rib 11 uses a channel steel with an opening facing inwards, and the remaining four inner mold transverse ribs 11 all use channel steels with an opening facing downwards;

[0033] Each inner formwork vertical rib 12 includes two inner formwork inverted L-shaped steel plates 121 with a spacing of 180 mm and three inner formwork stiffening plates 122 spaced and connected between the vertical parts of the two inner formwork inverted L-shaped steel plates 121; the bottom height of the transverse part of the inner formwork inverted L-shaped steel plate 121 is higher than the top of the guardrail, and the length of the transverse part of the inner formwork inverted L-shaped steel plate 121 is greater than the thickness of the guardrail; no stiffening plate is provided between the transverse parts of the two inner formwork inverted L-shaped steel plates 121, so that a fitting space is formed between the transverse parts of the two inner formwork inverted L-shaped steel plates 121; one L-shaped strengthening plate 123 is fixed on the outer surface of the transverse part of each of the two inner formwork inverted L-shaped steel plates 121 to strengthen the strength of the transverse part of the two inner formwork inverted L-shaped steel plates 121, and a pin hole 120 is opened at the top of the free end of the transverse part of each of the two inner formwork inverted L-shaped steel plates 121;

[0034] Two bridge deck connecting screws 13 are used to fix the inner formwork unit 1 on the bridge deck, and the two bridge deck connecting screws 13 are respectively connected between the bottom of the two inner formwork vertical ribs 12 and the bridge deck 7 through the supports 130 in one-to-one correspondence;

[0035] Two inner formwork diagonal braces 14 are used to erect the inner formwork unit 1 on the bridge deck. The upper ends of the two inner formwork diagonal braces 14 are respectively connected to the bottom of the uppermost inner formwork transverse rib 11 beside the outer sides of the two inner formwork vertical ribs 12 through the hinge plates 141 in one-to-one correspondence, and the lower ends of the two inner formwork diagonal braces 14 are respectively fixed on the bridge deck 7 through the bottom plates 142 and the bridge deck fixing screws 15. The inner formwork diagonal braces 14 adopt turnbuckles to adjust the angle between the inner formwork steel panel 10 and the bridge deck 7;

[0036] The pedestrian pedal 16 is laid between the two inner formwork vertical ribs 12.

[0037] The inter-panel connecting piece of the inner formwork consists of two inner formwork connecting plates 17 fixed on the back surfaces of the two ends of the inner formwork panel 10 in one-to-one correspondence and five pairs of inner formwork connecting bolts 170;

[0038] The outer formwork unit 2 includes an outer formwork steel panel 20, five outer formwork transverse ribs 21 and two outer formwork vertical ribs 22; among them,

[0039] All five inner formwork transverse ribs 21 adopt channel steels with the opening facing downwards;

[0040] The distance between two outer formwork vertical ribs 22 is the same as that between two inner formwork vertical ribs 12, and the two outer formwork vertical ribs 22 and the two inner formwork vertical ribs 12 are arranged in one-to-one correspondence; each outer formwork vertical rib 22 includes two outer formwork L-shaped steel plates 221 and nine outer formwork stiffening plates 222 connected at intervals between the two outer formwork L-shaped steel plates 221, and the distance between the two outer formwork L-shaped steel plates 221 is equal to 70 mm; the bottom height of the transverse part of the outer formwork L-shaped steel plate 221 is the same as that of the transverse part of the inner formwork L-shaped steel plate 121; the length of the transverse part of the outer formwork L-shaped steel plate 221 is greater than the thickness of the guardrail, and a pin hole 220 corresponding to the pin hole 120 on the inner formwork L-shaped steel plate 121 is respectively opened at the top of the non-free end of the transverse parts of the two outer formwork L-shaped steel plates 221;

[0041] When the transverse parts of the two outer formwork vertical ribs 22 are inserted into the fitting spaces of the two inner formwork vertical ribs 12 in one-to-one correspondence, the two inner and outer formwork connecting pin shafts 5 are respectively inserted into the pin holes 120 of the transverse parts of the two inner formwork vertical ribs 12 and the pins 220 of the transverse parts of the two outer formwork vertical ribs 22;

[0042] The lower ends of the two outer formwork adjusting flower basket screws 6 are respectively connected to a connecting plate 61 located in the middle of the two inner formwork vertical ribs 12, and the upper ends of the two outer formwork adjusting flower basket screws 6 are respectively clamped by a clamping plate 62 at the bottom of an outer formwork stiffening plate 222 at the free end of the transverse part of the two outer formwork vertical ribs 22. The two outer formwork adjusting flower basket screws 6 can adjust the included angle between the outer formwork steel panel 20 and the bridge deck 7; during adjustment, the two outer formwork vertical ribs 22 respectively rotate around the corresponding inner and outer formwork connecting pin shafts 5.

[0043] The inter-panel connectors of the outer formwork include two outer formwork connecting plates 23 respectively fixed on the back surfaces of the two ends of the outer formwork panel 20 and six pairs of outer formwork connecting bolts 230;

[0044] The inner formwork unit 3 is arranged between the inner formwork unit 1 and the outer formwork unit 2, and the inner formwork unit 3 includes an inner formwork steel panel 30, six inner formwork transverse ribs, six inner formwork vertical ribs 33, an inner formwork anti-floating mechanism 3A and an inner formwork steel cover plate 39; among them,

[0045] The side surface of the inner formwork steel panel 30 is U-shaped and includes an arc-section bottom panel and two side panels respectively connected to the top ends of the arc-section bottom panel;

[0046] The six inner formwork transverse ribs include two top inner formwork transverse ribs 31 and four middle and lower inner formwork transverse ribs 32; the two top inner formwork transverse ribs 31 are angle steel transverse ribs and are respectively arranged at the top of the back surfaces of the two side panels; the four middle and lower inner formwork transverse ribs 32 are all steel plate transverse ribs and are evenly arranged at the middle and lower parts of the back surfaces of the two side panels;

[0047] The six vertical ribs 33 of the inner mold are all steel vertical ribs and are evenly arranged on the back of the two side panels.

[0048] The inner mold anti-floating mechanism 3A includes an inner mold fixed support, a T-shaped anti-floating steel plate 36, a lead screw 37, and two adjusting nuts 38; the inner mold fixed support includes two fixed channel steels 34 with one end fixed on the outer side of the transverse part of an inner side mold vertical rib 12, and two fixing plates 35 that are respectively spanned between the top surfaces and bottom surfaces of the two fixed channel steels 34 and have a perforation in the middle; the T-shaped anti-floating steel plate 36 is embedded between the two top transverse ribs 31; the lead screw 37 is inserted into the perforations of the two fixing plates 35 of the inner mold fixed support, and the lower part of the lead screw 37 is welded to the middle of one surface of the T-shaped anti-floating steel plate 36; the two adjusting nuts 38 are installed on the lead screw 37 and are respectively located on the top surface and bottom surface of the inner mold fixed support.

[0049] The inner mold steel cover plate 39 covers between the tops of the two side panels of the inner mold steel panel 30, and three steel partition plates 390 with lengths adapted to the distance between the two side panels are fixed at intervals along the length direction in the middle of the bottom surface of the inner mold steel cover plate 39.

[0050] The inner mold interconnection members are composed of nine pairs of inner mold connection bolts 330, and the four vertical ribs 33 at both ends of the inner mold steel panel 30 serve as inner mold connection plates.

[0051] The end mold 4 includes two edge sealing steel plates 41 and a set of edge sealing steel plate connection members, and the edge sealing steel plate connection members are composed of nine sets of fastening bolts 42.

[0052] When using the template of the SA-level anti-collision guardrail with flower groove of the present invention, the plane position of the guardrail is first measured and laid out on the bridge deck 7. After determining the edge line of the guardrail, holes are drilled on the bridge deck 7 corresponding to the positions of the bridge deck connecting screws 13 and the bridge deck fixing screws 15; then the inner mold unit 1 is put in place, the inner mold steel panel 10 is fixed to the bridge deck with the bridge deck connecting screws 13, and the two inner mold diagonal braces 14 are each tied and fixed to the bridge deck 7 by a bridge deck fixing screw 15, and then the inner mold diagonal brace 1 is used to fix the inner mold steel panel 10 to the bridge deck. 4 (basket screw) adjusts the verticality of the inner mold unit 1; after the inner mold unit 1 is installed, the inner mold unit 3 is put in place, and the height of the inner mold unit 3 is adjusted by the screw 37 and two adjusting nuts 38 in the inner mold anti-floating mechanism 3A, and the I-shaped anti-floating steel plate 36 is used to prevent the inner mold unit 3 from floating when pouring concrete; after the inner mold unit 3 is installed, the outer mold unit 2 is put in place, and the transverse parts of the two outer mold vertical ribs 22 are inserted into the interlocking space of the transverse parts of the two inner mold vertical ribs 12 one by one. , then use two inner and outer mold connecting pins 5 to connect the inner mold unit 1 and the outer mold unit 2 into a portal frame structure, and then use two outer mold adjusting basket screws 6 to further connect and reinforce the inner mold unit 1 and the outer mold unit 2, and adjust the verticality of the outer mold unit 2 through the two outer mold adjusting basket screws 6; the "clamp-like" force between the inner mold unit 1 and the outer mold unit 2 forms a self-stabilizing portal frame structure; after connecting multiple template units in sequence according to the above order, the end mold 4 is in place, Use edge-sealing steel plates 41 and edge-sealing steel plate connectors to connect and seal the inner and outer formwork units 1 and 2. After checking that the connections between the plates are secure and that the planar position and height of the guardrails are correct, place the inner formwork steel cover plate 39 between the tops of the two side panels of the inner formwork steel panel 30 and lay the pedestrian board 16 between the two inner formwork vertical ribs 12. The inner formwork steel cover plate 39 prevents concrete from falling between the tops of the two side panels of the inner formwork steel panel 30 and provides space for operators to walk on. Then, begin pouring concrete. Once the concrete reaches the demolding strength, remove the end formwork, outer formwork, inner formwork, and inner formwork in sequence. When removing the inner mold unit 3, first loosen the two adjusting nuts 38 of the inner mold anti-floating mechanism 3A, then rotate the screw 37, and the I-shaped anti-floating steel plate 36 rotates with the screw 37. When the I-shaped anti-floating steel plate 36 is parallel to the two side panels of the inner mold steel panel 30, the I-shaped anti-floating steel plate 36 can be removed from the inner mold unit 3, and then the inner mold unit 3 can be removed.

[0053] The above embodiments are only used to illustrate the present invention, rather than to limit the present invention. Those skilled in the art may make various changes or modifications without departing from the spirit and scope of the present invention. Therefore, all equivalent technical solutions should also fall within the scope of the present invention and should be defined by the claims.

Claims

1. A formwork for an SA - level anti - collision guardrail with a flower groove, comprising side forms and end forms. The side forms are spliced by a plurality of formwork units through inter - panel connecting members. Each formwork unit includes an inner formwork unit, an outer formwork unit, two inner - outer formwork connecting pin shafts, two outer - formwork adjusting flower basket screws, and an inner formwork unit; characterized in that, The inner formwork unit includes an inner - formwork steel panel, a plurality of inner - formwork transverse ribs, and two inner - formwork vertical ribs; each inner - formwork vertical rib includes two inner - formwork inverted L - shaped steel plates and a plurality of inner - formwork stiffening plates spaced and connected between the vertical parts of the two inner - formwork inverted L - shaped steel plates. The bottom height of the transverse part of the inner - formwork inverted L - shaped steel plate is higher than the top of the guardrail, the length of the transverse part of the inner - formwork inverted L - shaped steel plate is greater than the thickness of the guardrail, and a pin hole is respectively opened at the top of the free end of the transverse parts of the two inner - formwork inverted L - shaped steel plates; The outer formwork unit includes an outer - formwork steel panel, a plurality of outer - formwork transverse ribs, and two outer - formwork vertical ribs; each outer - formwork vertical rib includes two outer - formwork inverted L - shaped steel plates with a spacing smaller than that of the inner - formwork inverted L - shaped steel plates and a plurality of outer - formwork stiffening plates spaced and connected between the two outer - formwork inverted L - shaped steel plates; the bottom height of the transverse part of the outer - formwork inverted L - shaped steel plate is the same as the bottom height of the transverse part of the inner - formwork inverted L - shaped steel plate; the length of the transverse part of the outer - formwork inverted L - shaped steel plate is greater than the thickness of the guardrail, and a pin hole corresponding to the pin hole on the inner - formwork inverted L - shaped steel plate is respectively opened at the top of the non - free end of the transverse parts of the two outer - formwork inverted L - shaped steel plates; When the transverse parts of the two outer - formwork vertical ribs are inserted into the transverse parts of the two inner - formwork vertical ribs one by one, the two inner - outer formwork connecting pin shafts are inserted into the pin holes of the transverse parts of the two inner - formwork vertical ribs and the pin holes of the transverse parts of the two outer - formwork vertical ribs one by one; The lower ends of the two outer - formwork adjusting flower basket screws are respectively connected to a connecting plate located in the middle of the two inner - formwork vertical ribs, and the upper ends of the two outer - formwork adjusting flower basket screws are respectively clamped at the bottom of an outer - formwork stiffening plate at the free end of the transverse part of the two outer - formwork vertical ribs through a clamping plate; The inner formwork unit is arranged between the inner formwork unit and the outer formwork unit. The inner formwork unit includes an inner - formwork steel panel, two inner - formwork top transverse ribs, a plurality of inner - formwork middle - lower transverse ribs, a plurality of inner - formwork vertical ribs, and an inner - formwork anti - floating mechanism; the side of the inner - formwork steel panel is U - shaped and includes an arc - shaped bottom panel and side panels respectively connected to the top of the arc - shaped bottom panel on both sides; the inner - formwork anti - floating mechanism includes an inner - formwork fixed support, an I - shaped steel plate, a lead screw, and two adjusting nuts; the inner - formwork fixed support includes two fixed channel steels with one end fixed on the outer side of the transverse part of one inner - formwork vertical rib and two fixing plates respectively straddling between the top surfaces and the bottom surfaces of the two fixed channel steels and having a perforation in the middle; the I - shaped anti - floating steel plate is embedded between the two top transverse ribs; the lead screw is inserted into the perforations of the two fixing plates of the inner - formwork fixed support, and the lower part of the lead screw is welded to the middle of one surface of the I - shaped steel plate; the two adjusting nuts are installed on the lead screw and are respectively located on the top surface and the bottom surface of the inner - formwork fixed support; The end die includes two edge-sealing steel plates and a set of edge-sealing steel plate connectors.

2. The template of the SA-level anti-collision guardrail with a flower groove according to claim 1, characterized in that, The inner die unit further includes two bridge deck connection screws and two inner die diagonal braces; the two bridge deck connection screws are respectively connected between the bottoms of two inner die vertical ribs and the bridge deck through supports in a one-to-one correspondence; the upper ends of the two inner die diagonal braces are respectively connected to the bottom of the topmost inner die transverse rib on the outer side beside the two inner die vertical ribs, and the lower ends of the two inner die diagonal braces are respectively fixed to the bridge deck through bridge deck fixing screws.

3. The template of the SA-level anti-collision guardrail with a flower groove according to claim 2, characterized in that, The inner die diagonal braces are made of turnbuckles.

4. The template of the SA-level anti-collision guardrail with a flower groove according to claim 1, characterized in that, One L-shaped reinforcing plate is fixed to the outer surface of the transverse part of the two inner die inverted L-shaped steel plates of each inner die vertical rib.

5. The template of the SA-level anti-collision guardrail with a flower groove according to claim 1, characterized in that, A pedestrian pedal is also laid between the two inner die vertical ribs of the inner die unit.

6. The template of the SA-level anti-collision guardrail with a flower groove according to claim 1, characterized in that, The inner die transverse rib includes an inner die steel plate transverse rib provided on the outer surfaces of the two vertical plates on both sides of the inner die steel panel and two angle steel transverse ribs provided at the tops of the outer surfaces of the two vertical plates on both sides of the inner die steel panel in a one-to-one correspondence.

7. The template of the SA-level anti-collision guardrail with a flower groove according to claim 6, characterized in that, The inner die unit further includes a steel cover plate covering between the tops of the side panels on both sides of the inner die steel panel. A number of steel partition plates are fixedly arranged at intervals along the length direction in the middle of the bottom surface of the steel cover plate, and the length of the steel partition plates is adapted to the distance between the side panels on both sides.

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