Steel bar truss floor support plate

Abstract

The utility model relates to the technical field of building construction accessories, in particular to a steel bar truss floor support plate which comprises a bottom formwork and steel bar trusses, the bottom formwork is detachably connected with a plurality of assembly seats, and the steel bar trusses are connected to the assembly seats in a clamped mode. A plurality of first inserting holes are formed in two opposite sides of the bottom template at intervals; a plurality of second insertion holes are formed in the anti-seepage water stop strip at intervals; the joint bars penetrate through the first inserting holes and the second inserting holes to connect and fix the two adjacent steel bar truss floor support plates and the anti-seepage water stop strips between the two adjacent steel bar truss floor support plates; the steel bar truss is connected to the bottom formwork in a clamped mode through the assembling base, the construction step of welding and fixing is avoided, it is guaranteed that the adjacent floor bearing plates are tightly connected through the seepage-proofing water stop strips, and grout leakage at the abutted seam positions of the floor bearing plates or the welding positions of the steel bar truss is avoided.

Description

TECHNICAL FIELD

[0001] The utility model relates to building construction accessory technical field, and specifically is a steel bar truss floor support plate. BACKGROUND

[0002] In the construction technology field, the application of the detachable bottom mold steel bar truss floor support plate is relatively wide, such as the steel bar truss floor support plate of application number CN201510537954.0, which comprises a formwork at the bottom and a steel bar truss welded on the formwork; the steel bar truss comprises support steels at both sides, the crests of the two support steels intersect with each other, and are welded on the first reinforcing rib; in the prior art, the steel bar truss needs to be welded and fixed on the formwork during production, which is time-consuming and laborious, and the steel bar truss floor support plates are stacked up and down during transportation, which is prone to deformation; during actual assembly and construction, the construction unit usually chooses to paste adhesive tape at the connection between two adjacent steel bar truss floor support plates to connect the adjacent floor support plates, which is not only time-consuming and laborious, but also poor in sealing performance; during concrete pouring or concrete molding, the adhesive tape is prone to deformation due to the extrusion and expansion of the concrete, which causes the problem of slurry leakage, and seriously affects the construction quality of the floor support plate. SUMMARY

[0003] In view of the deficiencies of the prior art, the utility model aims to provide a steel bar truss floor support plate which does not need to weld the steel bar truss on the formwork one by one, and avoids the leakage of slurry at the joint between the floor support plates or the welding position of the steel bar truss.

[0004] The utility model solves the technical problems by adopting the following technical scheme:

[0005] A steel bar truss floor support plate, which comprises a bottom formwork and a steel bar truss, a plurality of assembly seats are detachably connected to the bottom formwork, and the steel bar truss is clamped on the assembly seat; a plurality of first insertion holes are arranged at intervals on opposite sides of the bottom formwork; the steel bar truss floor support plate further comprises a seepage-proof water stop strip, a plurality of second insertion holes are arranged at intervals on the seepage-proof water stop strip; and the steel bar truss floor support plate further comprises a reinforcing bar, which penetrates through the first insertion holes and the second insertion holes to connect and fix the adjacent two steel bar truss floor support plates and the seepage-proof water stop strip therebetween.

[0006] The utility model adopts the above technical scheme, and has the following outstanding features compared with the prior art:

[0007] The steel bar truss is clamped on the bottom formwork through the assembly seat, which avoids the construction step of welding and fixing, and the seepage-proof water stop strip ensures the close connection between the adjacent floor support plates, thereby avoiding the leakage of slurry at the joint between the floor support plates or the welding position of the steel bar truss.

[0008] As a preferred embodiment, the utility model further provides the following technical scheme:

[0009] Preferably, the steel bar truss comprises support steels on two sides, the support steels are in a wave shape, the crests of the two support steels intersect with each other, and the support steels are welded to the first reinforcing bars; the assembling seat comprises a long strip-shaped support block, the support block is provided with a first clamping seat and a second clamping seat at two ends, the first clamping seat is in a C-shaped structure, a C-shaped opening is arranged on the side close to the second clamping seat, and the C-shaped opening is used for clamping the second reinforcing bars; the second clamping seat is in a V-shaped structure, a V-shaped through hole is arranged on the lower side of the V-shaped opening of the second clamping seat, the bottom of the V-shaped opening and the V-shaped through hole are connected in communication at an angle, and the V-shaped through hole forms a reinforcing bar inserting groove for containing the second reinforcing bars; during assembly, one steel bar truss is pinched, one second reinforcing bar is placed into the C-shaped opening of the first clamping seat, and the other second reinforcing bar is placed into the reinforcing bar inserting groove of the second clamping seat; the steel bar truss is released, and the steel bar truss is clamped in the assembling seat.

[0010] Preferably, the first clamping seat and the second clamping seat are both provided with a cushion block, the bottom die plate is provided with two threaded holes corresponding to the pre-installed positions of the assembling seats, and the cushion block is provided with a threaded groove; the bottom die plate is further provided with an assembling groove outside the threaded holes; when the assembling seat is connected with the bottom die plate, the shank of the connecting bolt is threadedly connected in the threaded groove through the threaded hole, and the head of the connecting bolt is immersed in the assembling groove.

[0011] Preferably, one side of the bottom die plate provided with the inserting hole is provided with a projecting table, and the water seepage prevention strip is installed in the projecting table; the water seepage prevention strip is reserved for installation, so that the concrete is prevented from leaking from the bottom or the end, and the assembling is facilitated.

[0012] Preferably, the projecting table comprises a bottom side projecting plate and two end plates located at the front and back ends of the bottom side projecting plate.

[0013] Preferably, the water seepage prevention strip is an oak strip; after the concrete is solidified, the oak strip is dehydrated and shrunk, a gap is re-formed between the bottom die plates, and the bottom die plate is convenient to disassemble. BRIEF DESCRIPTION OF DRAWINGS

[0014] Figure 1 is a whole structure schematic view of the steel bar truss floor support plate in the example of the utility model;

[0015] Figure 2 is Figure 1 is an enlarged structure schematic view of A in the example of the utility model;

[0016] Figure 3 is a side structure schematic view of the steel bar truss floor support plate in the example of the utility model;

[0017] Figure 4 is a structure schematic view of the bottom die plate in the example of the utility model.

[0018] Explanation of reference numerals in the attached drawings: 1. Bottom template; 101. First insertion hole; 102. Threaded hole; 2. Assembly base; 201. Support block; 2011. First clamping seat; 2012. Second clamping seat; 202. Pad block; 203. V-shaped through hole; 3. Steel truss; 301. Supporting steel bar; 302. First reinforcing bar; 303. Second reinforcing bar; 4. Waterproof and seepage-stopping strip; 5. Inserted bar; 6. Cantilever platform; 601. Bottom side cantilever plate; 602. End plate. Detailed Implementation

[0019] The present invention will be further described below with reference to specific embodiments. The purpose of this description is only to better understand the content of the present invention. Therefore, the examples given do not limit the scope of protection of the present invention.

[0020] like Figure 1 As shown, this embodiment provides a steel truss floor deck, including a bottom formwork 1 and a steel truss 3. Several mounting seats 2 are detachably connected to the bottom formwork 1, and the steel truss 3 is snapped onto the mounting seats 2. Several first insertion holes 101 are provided at intervals on opposite sides of the bottom formwork 1. It also includes a waterproof strip 4, which has several second insertion holes at intervals. It also includes a reinforcing bar 5, which passes through the first insertion holes 101 and the second insertion holes to connect and fix two adjacent steel truss floor decks and the waterproof strip 4 between them. The steel truss 3 includes supporting reinforcing bars 301 located on both sides. The supporting reinforcing bars 301 are wavy, and the crests of the two supporting reinforcing bars 301 intersect each other and are welded to the first reinforcing bar 302. The bottom of the supporting reinforcing bars 301 is welded with a second reinforcing bar 303.

[0021] like Figure 2 , Figure 3 As shown, the assembly base 2 includes a long strip-shaped support block 201. A first retainer 2011 and a second retainer 2012 are provided at both ends of the support block 201. The first retainer 2011 has a C-shaped structure, with the C-shaped opening located near the second retainer 2012 for engaging the second reinforcing rib 303. The second retainer 2012 has a V-shaped structure, with a V-shaped through hole 203 located below the V-shaped opening. The bottom of the V-shaped opening connects to the corner of the V-shaped through hole 203, forming a structure for holding the second reinforcing rib 303. The rib 303 has a rib insertion groove; the bottom of the first card holder 2011 and the second card holder 2012 are both provided with pads 202, which are made of plastic. The bottom template 1 is provided with two threaded holes 102 corresponding to each pre-installation position of the assembly seat 2. The bottom of the pad 202 is provided with a threaded groove; the bottom of the bottom template 1 is also provided with an assembly groove outside the threaded hole 102; when the assembly seat 2 is connected to the bottom template 1, the bolt shank of the connecting bolt passes through the threaded hole 102 from bottom to top and is threaded into the threaded groove, and the bolt head of the connecting bolt is submerged in the assembly groove.

[0022] During the transportation, the bottom formwork 1, the steel bar truss 3 and the assembling seat 2 can be transported separately by vehicles, so that the bending and deformation of the steel bar truss 3 during the transportation of the integrated steel bar truss 3 floor support plate can be avoided. After being transported to the site, the assembling seat 2 is connected to the bottom formwork 1 through the connecting bolts, and then the steel bar truss 3 is pinched, so that the two second reinforcing bars 303 at the bottom of the two supporting steel bars 301 are close to each other, one second reinforcing bar 303 is placed at one side of the C-shaped opening of the first clamping seat 2011, and the other second reinforcing bar 303 is inserted into the inserted rib groove of the second clamping seat 2012. After the concrete is formed in the later period, the inserted rib 5 is pulled out after the demolding condition is reached, and the bottom formwork 1 can be removed by disassembling the connecting bolts.

[0023] The anti-seepage water stop strip 4 is an oak strip. Due to the physical properties of the oak strip, deformation will occur during the thermal reaction of the concrete, so that a gap will be re-formed between the bottom formwork 1 and the bottom formwork 1 after the concrete is solidified, so that the bottom formwork 1 can be easily disassembled. Figure 4 The bottom formwork 1 is provided with a pick-up hole, and one side of the two opposite sides is provided with a pick-up table 6. The pick-up table 6 comprises a bottom pick-up plate 601 and two end plates 602 located at the front and rear ends of the bottom pick-up plate 601, and the anti-seepage water stop strip 4 is installed in the pick-up table 6. By arranging the pick-up table 6, the oak strip can be prevented from leaking mortar from the bottom or the end after dehydration and shrinkage.

[0024] The steel bar truss 3 floor support plate in the new type has low manufacturing cost, is convenient for transportation, assembly and disassembly, avoids the leakage of mortar at the welding points of the steel bar truss 3 and the bottom formwork 1, and solves the problem of leakage of mortar caused by the joint of the floor support plate, which is helpful to ensure the construction quality and the construction period.

[0025] The above only describes the preferred embodiments of the present application, and is not limited to the scope of the present application. Any equivalent changes made according to the content of the present application and the drawings are included in the scope of the present application.

Claims

1. A steel truss floor deck, comprising a bottom formwork (1) and a steel truss (3), characterized in that: The bottom formwork (1) is detachably connected to several mounting seats (2), and the steel truss (3) is snapped onto the mounting seats (2); several first insertion holes (101) are provided at intervals on both sides of the bottom formwork (1); it also includes a seepage-proof water-stop strip (4), and several second insertion holes are provided at intervals on the seepage-proof water-stop strip (4); it also includes a reinforcing bar (5), which passes through the first insertion hole (101) and the second insertion hole to connect and fix the adjacent steel truss (3) floor deck and the seepage-proof water-stop strip (4) between them.

2. The steel truss floor decking according to claim 1, characterized in that: The steel truss (3) includes supporting steel bars (301) located on both sides. The supporting steel bars (301) are wavy, and the crests of the two supporting steel bars (301) intersect each other and are welded to the first reinforcing bar (302). The bottom of the supporting steel bars (301) is welded with a second reinforcing bar (303). The assembly base (2) includes a long strip support block (201). The support block (201) has a first card holder (2011) and a second card holder (2012) at both ends. The first card holder (2011) has a C-shaped structure and the C-shaped opening is located on the side near the second card holder (2012) for attaching the second reinforcing rib (303). The second card holder (2012) has a V-shaped structure and a V-shaped through hole (203) is provided on the second card holder (2012) below the V-shaped opening. The bottom of the V-shaped opening is connected to the corner of the V-shaped through hole (203) to form a groove for holding the second reinforcing rib (303).

3. The steel truss floor decking according to claim 2, characterized in that: The bottom of the first card holder (2011) and the second card holder (2012) are both provided with pads (202). The bottom template (1) is provided with two threaded holes (102) corresponding to the pre-installation position of each assembly seat (2). The bottom of the pad (202) is provided with a threaded groove. The bottom of the bottom template (1) is also provided with an assembly groove outside the threaded hole (102). When the assembly seat (2) is connected to the bottom template (1), the bolt of the connecting bolt passes through the threaded hole (102) and is threaded into the threaded groove. The bolt head of the connecting bolt is submerged in the assembly groove.

4. The steel truss floor decking according to claim 1, characterized in that: The bottom template (1) has a cantilever platform (6) on one of the opposite sides with insertion holes, and the anti-seepage and water-stop strip (4) is installed in the cantilever platform (6).

5. The steel truss floor decking according to claim 4, characterized in that: The cantilever platform (6) includes a bottom side cantilever plate (601) and two end plates (602) located at the front and rear ends of the bottom side cantilever plate (601).

6. The steel truss (3) floor decking according to claim 1, characterized in that: The seepage-proof and water-stopping strip (4) is made of oak.

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