CN212478626U - Construction structure for reinforcing dynamic load floor slab - Google Patents
Construction structure for reinforcing dynamic load floor slab Download PDFInfo
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- CN212478626U CN212478626U CN201922461936.5U CN201922461936U CN212478626U CN 212478626 U CN212478626 U CN 212478626U CN 201922461936 U CN201922461936 U CN 201922461936U CN 212478626 U CN212478626 U CN 212478626U
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- floor slab
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- dynamic load
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Abstract
The utility model discloses a construction structure for reinforcing a dynamic load floor slab, which comprises a floor slab, wherein the floor slab is composed of a plurality of groove-shaped plates, a plurality of the groove-shaped plates are all provided with perfusion holes, the joints adjacent to the groove-shaped plates are provided with exhaust holes, the lower end of the floor slab is provided with a steel bar frame, a template is fixed on the steel bar frame, the steel bar frame comprises a first planting bar and a second planting bar, the first planting bar is horizontally and fixedly connected on the inner side wall of the groove-shaped plates, the second planting bar is in a U shape, the second planting bar is fixed at the joints adjacent to the groove-shaped plates, the first planting bar and the second planting bar are both fixedly connected with a third planting bar, the utility model enhances the bearing capacity of the building under the condition of not changing the original building structure through the matching of the steel bar frame and the template, leads the loading capacity of the floor slab to be improved, and has little pollution when the floor slab is reinforced by using the structure, the cost of the loss material is low.
Description
Technical Field
The utility model relates to a technical field is consolidated to the load floor, and concrete field is a construction structures that dynamic load floor was consolidated.
Background
The building reinforcement is to reinforce and reinforce the building by utilizing carbon fiber, bonded steel and high-pressure grouting. The technology is widely applied to design change, and reinforcement and change projects such as adding beams, columns, cantilever beams, plates and the like, and is a connecting technology for reinforcing steel bars and utilizing the function of structural adhesive in the existing earthquake-resistant reinforcement project of a building structure. The method is the best choice for the application of reinforcing the embedded steel bars of the structure and fastening the heavy load. In the construction of a reinforced concrete structure, the steel bar reinforced precast beam adjusted by the plate and beam structure is repaired and embedded with steel bars. The curtain wall embedded part advertising board is anchored, and mechanical equipment is provided with embedded steel bars for anchoring and the like. Rock brick masonry and the like, and the stone is hung on the curtain wall. Bonding stones, and anchoring and supporting the top and the wall of the mine tunnel; the anchoring of railway rails, various anchoring of projects such as water conservancy facilities wharfs, highways, bridges, tunnels, subways and the like.
The load demand of floor can not be satisfied in the mode that traditional roof reinforcement mode glued steel and carbon cloth pasted, can only adopt reinforcing bar planting bar shotcrete's mode to consolidate, nevertheless does not have the furred ceiling after consolidating in the computer lab of discharging fume, and the shotcrete construction back, the impression quality is poor, and the material is extravagant serious to it is serious to the interior pollution of former room.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a construction structures that dynamic load floor was consolidated to after solving the injection concrete construction that proposes in the above-mentioned background art, the impression quality is poor, and the material is extravagant serious, and to the serious problem of pollution in the former room.
In order to achieve the purpose, the utility model provides a construction structure for reinforcing a dynamic load floor slab, which comprises a floor slab, wherein the floor slab is composed of a plurality of groove-shaped plates, the groove-shaped plates are all provided with filling holes, the joints of the adjacent groove-shaped plates are provided with exhaust holes, the lower end of the floor slab is provided with a reinforcing steel bar frame, and a template is fixed on the reinforcing steel bar frame;
the steel bar frame comprises a first embedded bar and a second embedded bar, the first embedded bar is horizontally and fixedly connected to the inner side wall of the groove-shaped plate, the second embedded bar is U-shaped, the second embedded bar is fixed at the joint of the adjacent groove-shaped plate, a third embedded bar is fixedly connected to the first embedded bar and the second embedded bar, and the direction of the third embedded bar is perpendicular to the direction of the first embedded bar;
the template includes the wallboard, the wallboard passes through branch to be fixed the below of reinforcing bar frame, the upper end of branch is fixed with the boss.
Preferably, the third planting bar is located at the lower ends of the first planting bar and the second planting bar.
Preferably, the steel bar frame is double-layer.
Preferably, a fourth vertical and upward planting bar is fixed on the third planting bar and penetrates through the floor slab.
Preferably, the upper side wall of the floor slab is provided with a metal net, and the fourth planting bar is fixedly connected with the metal net.
Preferably, the joints of the templates are filled with sponge strips.
Preferably, the reinforcing block is cross-shaped and is located on the diagonal line of the wall panel.
Compared with the prior art, the beneficial effects of the utility model are that: the utility model provides a construction structures that dynamic load floor consolidates, strengthens the bearing capacity of building under the condition of not changing former building structure through the cooperation of steel reinforcement frame and template, makes floor load capacity promote to it is little to use this structure reinforcing floor to pollute, and the loss material cost is low.
Drawings
Fig. 1 is a schematic structural view of the front view of the present invention;
fig. 2 is a top view of the present invention;
fig. 3 is a schematic view of the structure of the reinforcing bar frame of the present invention.
In the figure: 1-floor slab, 2-trough plate, 3-pouring hole, 4-exhaust hole, 5-reinforcing steel bar frame, 501-first embedded bar, 502-second embedded bar, 503-third embedded bar, 6-template, 601-wall plate, 602-support rod, 603-reinforcing block, 7-fourth embedded bar and 8-metal net.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-3, the present invention provides a technical solution: a construction structure for reinforcing a dynamic load floor slab comprises a floor slab 1, wherein the floor slab 1 is composed of a plurality of groove-shaped plates 2, the groove-shaped plates 2 are arranged to form the floor slab 1, pouring holes 3 are formed in the groove-shaped plates 2, c60 grouting material is filled into the gap between the floor slab 1 and the template 6 through the grouting holes 3, so that the gap is filled with the grouting material, the thickness of the floor slab 1 is thickened, the dynamic load capacity of the floor slab 1 is improved, the vent holes 4 are arranged at the joint of the adjacent groove-shaped plates 2, air in the gap between the floor slab 1 and the template 6 is emptied through the vent holes 4, the grouting is convenient, when the slurry overflows from the exhaust holes 4, the pouring is finished, the lower end of the floor slab 1 is provided with a reinforcing steel bar frame 5, the load capacity of the floor slab 1 is improved by taking the steel bar frame 5 as a framework, the template 6 is fixed on the steel bar frame 5, and the reinforcing transformation construction of the floor slab 1 is carried out by forming a hollow block by the template 6 and the floor slab 1;
the reinforcing steel bar frame 5 comprises a first embedded steel bar 501 and a second embedded steel bar 502, a framework which conforms to the shape of the floor slab 1 is formed by overlapping the first embedded steel bar 501 and the second embedded steel bar 502, the reinforcing stability is improved, the first embedded steel bar 501 is horizontally and fixedly connected to the inner side wall of the groove-shaped plate 2, the second embedded steel bar 502 is U-shaped, the second embedded steel bar 502 is fixedly connected to the connecting position of the adjacent groove-shaped plate 2, the first embedded steel bar 501 and the second embedded steel bar 502 are fixedly connected with a third embedded steel bar 503, the direction of the third embedded steel bar 503 is perpendicular to the direction of the first embedded steel bar 501, and the third embedded steel bar 503, the first embedded steel bar 501 and the second embedded steel bar 502 form a net shape to improve the overall stability of the reinforcing steel bar frame 5;
Specifically, as shown in fig. 1, the third embedded steel bar 503 is located at the lower ends of the first embedded steel bar 501 and the second embedded steel bar 502, and the third embedded steel bar 503 can be installed after the first embedded steel bar 501 and the second embedded steel bar 502 are fixed, so that the construction is more convenient and faster.
Specifically, as shown in fig. 1, the steel bar frames 5 are double-layered, and the stability of the reinforcing work is improved by the double-layered steel bar frames 5.
Specifically, as shown in fig. 1, a fourth bar planting 7 which is vertically upward is fixed on the third bar planting 503, the fourth bar planting 7 penetrates through the floor slab 1, the stress at the two ends of the first bar planting 501 is reduced by the connection between the fourth bar planting 7 and the third bar planting 503, and the overall stability of the steel bar frame 5 is improved.
Particularly, as shown in fig. 1, the lateral wall is equipped with metal mesh 8 on floor 1, fourth bar planting 7 with 8 fixed connection of metal mesh through the fixed fourth bar planting 7 of metal mesh 8, prevent that fourth bar planting 7 from dropping, promote and consolidate engineering stability.
Specifically, as shown in fig. 1, the joints of the formworks 6 are filled with sponge strips, and gaps are sealed by filling the sponge strips, so that slurry is prevented from leaking.
Specifically, as shown in fig. 1, the reinforcing block 603 is cross-shaped and located on the diagonal line of the wall board 601, and the cross-shaped reinforcing block 603 reinforces the support of the wall board 601 to prevent the formwork from bursting.
The working principle is as follows: the first embedded bar 501 and the second embedded bar 502 are overlapped to form a framework conforming to the shape of the floor slab 1 and fixed at the lower end of the floor slab 1, the third embedded bar 503 and the first embedded bar 501 and the second embedded bar 502 form a net shape, the overall stability of the steel bar frame 5 is improved, the fourth embedded bar 7 penetrates through the floor slab 1, the stress at two ends of the first embedded bar 501 is reduced through the connection of the fourth embedded bar 7 and the third embedded bar 503, the overall stability of the steel bar frame 5 is improved, meanwhile, a metal net 8 is fixed on the floor slab 1, the steel bar frame 5 is fixed by matching with the fourth embedded bar 7, then, a pouring hole 3 and an exhaust hole 4 are arranged on the floor slab 1, then, a template 6 is arranged on the steel bar frame 5, the stability of the template 6 is improved through the matching of the supporting rod 602 and the reinforcing block 603, the template is prevented from being exploded, then, C60 slurry is filled into the gap between the floor slab 1 and the template 6 through the pouring hole, thickening the thickness of floor 1, promoting floor 1's dynamic load volume, through exhaust hole 4 evacuation floor 1 and the interior air of the gap of template 6, conveniently filling, fill when thick liquids spill over from exhausting hole 4 in and accomplish, later accomplish through thick liquids shop's metal mesh 8 and fill, begin the maintenance after filling and finish, demolish template 6 again at last, accomplish the reinforcement.
In the description of the present invention, unless expressly stated or limited otherwise, the terms "mounted," "connected," and "fixed" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral part; can be mechanically or electrically connected; either directly or indirectly through intervening media, either internally or in any other relationship. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
The utility model discloses the standard part that uses all can purchase from the market, and dysmorphism piece all can be customized according to the description with the record of drawing of description, and the concrete connection mode of each part all adopts conventional means such as ripe bolt, rivet, welding among the prior art, and machinery, part and equipment all adopt prior art, and conventional model, including circuit connection adopts conventional connection mode among the prior art, does not detailed here again.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (7)
1. The utility model provides a construction structures that dynamic load floor was consolidated, includes floor (1), its characterized in that: the floor (1) is composed of a plurality of groove-shaped plates (2), pouring holes (3) are formed in the groove-shaped plates (2), exhaust holes (4) are formed in the joints of the adjacent groove-shaped plates (2), a reinforcing steel bar frame (5) is arranged at the lower end of the floor (1), and a template (6) is fixed on the reinforcing steel bar frame (5);
the steel bar frame (5) comprises a first steel bar planting (501) and a second steel bar planting (502), the first steel bar planting (501) is horizontally and fixedly connected to the inner side wall of the groove-shaped plate (2), the second steel bar planting (502) is U-shaped, the second steel bar planting (502) is fixed at the joint of the adjacent groove-shaped plate (2), the first steel bar planting (501) and the second steel bar planting (502) are fixedly connected with a third steel bar planting (503), and the direction of the third steel bar planting (503) is perpendicular to the direction of the first steel bar planting (501);
template (6) are including wallboard (601), wallboard (601) are fixed through branch (602) in the below of steel reinforcement frame (5), the upper end of branch (602) is fixed with boss (603).
2. A construction structure for floor slab reinforcement with dynamic load according to claim 1, characterized in that: the third planting bar (503) is located at the lower ends of the first planting bar (501) and the second planting bar (502).
3. A construction structure for floor slab reinforcement with dynamic load according to claim 1, characterized in that: the reinforcing steel bar frame (5) is double-layer.
4. A construction structure for floor slab reinforcement with dynamic load according to claim 1, characterized in that: and a fourth vertical and upward embedded bar (7) is fixed on the third embedded bar (503), and the fourth embedded bar (7) penetrates through the floor slab (1).
5. A construction structure for floor slab reinforcement with dynamic load according to claim 4, wherein: the upper side wall of the floor slab (1) is provided with a metal net (8), and the fourth embedded steel bar (7) is fixedly connected with the metal net (8).
6. A construction structure for floor slab reinforcement with dynamic load according to claim 1, characterized in that: sponge strips are filled at the joints of the templates (6).
7. A construction structure for floor slab reinforcement with dynamic load according to claim 1, characterized in that: the reinforcing block (603) is in a cross shape and is positioned on the diagonal line of the wall plate (601).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922461936.5U CN212478626U (en) | 2019-12-31 | 2019-12-31 | Construction structure for reinforcing dynamic load floor slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922461936.5U CN212478626U (en) | 2019-12-31 | 2019-12-31 | Construction structure for reinforcing dynamic load floor slab |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212478626U true CN212478626U (en) | 2021-02-05 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922461936.5U Active CN212478626U (en) | 2019-12-31 | 2019-12-31 | Construction structure for reinforcing dynamic load floor slab |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212478626U (en) |
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2019
- 2019-12-31 CN CN201922461936.5U patent/CN212478626U/en active Active
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