CN213927091U - Steel wire mesh frame plate for built-in heat-preservation cast-in-place concrete composite wall - Google Patents
Steel wire mesh frame plate for built-in heat-preservation cast-in-place concrete composite wall Download PDFInfo
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- CN213927091U CN213927091U CN202022943753.XU CN202022943753U CN213927091U CN 213927091 U CN213927091 U CN 213927091U CN 202022943753 U CN202022943753 U CN 202022943753U CN 213927091 U CN213927091 U CN 213927091U
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Abstract
Built-in heat preservation cast in situ concrete steel wire net frame plate for composite wall, including the steel bar chuck, the drawknot cutting ferrule, drawknot pole and fixed screw, the steel bar chuck comprises fixed disk body and reinforcing bar clamping frame, the reinforcing bar clamping frame is connected on fixed disk body, fixed disk body surface sets up a plurality of screw holes, the drawknot cutting ferrule includes the cavity pipe box, cavity pipe box surface sets up the screw thread, cavity pipe box top sets up the pressure disk, the pressure disk middle part sets up the pole hole, the pole hole of pressure disk is passed to the body of rod of drawknot pole, the body of rod top of drawknot pole sets up the pole cap, the cutting ferrule is installed to the body of. The utility model discloses specially for heat preservation cast in situ concrete composite wall has designed a steel wire net rack board, has realized the fixed connection between wire net, heated board and the wall body through joint fixed knot structure, has avoided heated board and shear force wall to take place the problem of displacement, has improved building efficiency of construction and construction quality greatly, saves artifically, safe and reliable makes building heat preservation and structure with the life-span.
Description
Technical Field
The utility model relates to a construction technical field, concretely relates to built-in heat preservation cast in situ concrete is steel wire mesh frame plate for composite wall.
Background
When the built-in heat-preservation cast-in-place concrete composite wall is constructed, the heat-preservation layer is required to be built inside the composite shear wall by pouring concrete inside and outside, the problem that the heat-preservation plate is easy to displace from the shear wall in the construction process is solved, the construction quality and efficiency of the heat-preservation concrete composite wall are seriously affected, and the technical problem which needs to be solved urgently in the building construction industry is solved.
SUMMERY OF THE UTILITY MODEL
The utility model provides a built-in heat preservation cast in situ concrete is steel wire mesh frame board for composite wall to the heated board that solves prior art existence takes place the problem of displacement with the shear force wall.
The utility model provides a technical scheme that its technical problem adopted is:
the utility model provides a built-in heat preservation cast in situ concrete steel wire net rack board for composite wall, including the steel bar chuck, the drawknot cutting ferrule, drawknot pole and fixed screw, the steel bar chuck comprises fixed disk body and reinforcing bar truck, the reinforcing bar truck is connected on fixed disk body, fixed disk body surface sets up a plurality of screw holes, the drawknot cutting ferrule includes the cavity pipe box, cavity pipe box surface sets up the screw thread, cavity pipe box top sets up the pressure disk, the pressure disk middle part sets up the pole hole, the pole hole of pressure disk is passed to the body of rod of drawknot pole, the body of rod top of drawknot pole sets up the pole cap, the body of rod bottom installation cutting ferrule of drawknot pole.
Set up the gusset between above-mentioned fixed disk body and the reinforcing bar card frame to improve the structural strength of reinforcing bar chuck.
The steel bar clamping frame is provided with a hollow frame body structure.
The utility model discloses during the use, the reinforcing bar card of heated board outside wire net is in reinforcing bar card frame of steel chuck, then passes the fixed disk surface's of steel chuck screw hole with the drawknot cutting ferrule through the screw thread, and the pressure disk fastening at cavity pipe box top is at the wire net opposite side, and the pole hole that passes the pressure disk with the body of rod of drawknot pole at last links to each other with heat preservation composite wall, and the cutting ferrule is installed to the bottom of the body of rod, prevents that the body of rod and wall body from producing the slippage problem. The utility model discloses also can directly block that reinforcing bar in the main part reinforcing bar outside in the reinforcing bar card frame of reinforcing bar chuck, the fixed disk body pressure of reinforcing bar chuck is on the heated board surface of wall body, then uses the fixed screw to fix heated board and reinforcing bar chuck, can prevent that the heated board from shifting in outside concrete placement.
The utility model discloses specially for heat preservation cast in situ concrete composite wall has designed a steel wire net rack board, has realized the fixed connection between wire net, heated board and the wall body through joint fixed knot structure, has avoided heated board and shear force wall to take place the problem of displacement, has improved building efficiency of construction and construction quality greatly, saves artifically, safe and reliable makes building heat preservation and structure with the life-span.
Drawings
The present invention will be further explained with reference to the drawings and examples.
Fig. 1 is a schematic structural diagram of the present invention;
fig. 2 is a schematic structural view of the reinforcing bar chuck of the present invention;
fig. 3 is a schematic top view of the reinforcing bar chuck of the present invention;
fig. 4 is a schematic structural view of the drawknot card sleeve of the present invention;
fig. 5 is a schematic top view of the drawknot ferrule of the present invention;
FIG. 6 is a schematic structural view of the tie bar of the present invention;
fig. 7 is a view showing an application structure of the present invention in embodiment 2.
In the figure, a steel bar chuck 1, a tie cutting sleeve 2, a tie bar 3, a fixing screw 4, a cutting sleeve 5, a fixed disc body 11, a steel bar clamping frame 12, a screw hole 13, a rib plate 14, a hollow pipe sleeve 21, a pressing disc 22, a thread 23, a rod hole 24, a rod body 31 and a rod cap 32 are arranged.
Detailed Description
Example 1
As shown in fig. 1, fig. 2, fig. 3, fig. 4, fig. 5 and fig. 6, a steel wire mesh frame plate for a built-in heat preservation cast-in-place concrete composite wall body, includes a steel bar chuck 1, a tie bar clamping sleeve 2 and a tie bar 3, the steel bar chuck 1 is composed of a fixed disk body 11 and a steel bar clamping frame 12, the steel bar clamping frame 12 has a hollowed frame body structure, the steel bar clamping frame 12 is connected to the fixed disk body 11, a plurality of screw holes 13 are formed in the surface of the fixed disk body 11, a rib plate 14 is arranged between the fixed disk body and the steel bar clamping frame to improve the structural strength of the steel bar chuck, the tie bar clamping sleeve 2 includes a hollow pipe sleeve 21, a thread 23 is arranged on the surface of the hollow pipe sleeve 21, a pressure plate 22 is arranged on the top of the hollow pipe sleeve 21, a rod hole 24 is arranged in the middle of the pressure plate 22, a rod body 31 of the tie bar 3 passes through the rod hole 24 of the pressure plate, a rod cap 32 is arranged on the top of the rod body of the tie bar, and a clamping sleeve cap 5 is arranged on the bottom end of the rod body of the tie bar.
The utility model discloses during the use, the reinforcing bar card of heated board outside wire net is in reinforcing bar card frame of steel chuck, then passes the fixed disk surface's of steel chuck screw hole with the drawknot cutting ferrule through the screw thread, and the pressure disk fastening at cavity pipe box top is at the wire net opposite side, and the pole hole that passes the pressure disk with the body of rod of drawknot pole at last links to each other with heat preservation composite wall, and the cutting ferrule is installed to the bottom of the body of rod, prevents that the body of rod and wall body from producing the slippage problem.
Example 2
As shown in figure 7, a built-in heat preservation cast in situ concrete is wire mesh frame board for composite wall, including steel bar chuck 1 and fixed screw 4, steel bar chuck 1 comprises fixed disk body 11 and steel bar truck 12, and steel bar truck 12 has a fretwork support body structure, and steel bar truck 12 is connected on fixed disk body 11, and fixed disk body 11 surface sets up a plurality of screw holes 13, sets up gusset 14 between fixed disk body and the steel bar truck to improve steel bar chuck's structural strength
The utility model discloses during the use with that reinforcing bar of the main part reinforcing bar outside direct card in reinforcing bar card frame 12 of reinforcing bar chuck 1, reinforcing bar chuck's fixed disk body 11 is pressed on the heated board surface of wall body, then uses fixed screw 4 to fix heated board and reinforcing bar chuck, can prevent that the heated board from shifting in outside concrete placement.
Claims (3)
1. The utility model provides a built-in heat preservation cast in situ concrete steel wire net rack board for composite wall, characterized by includes the steel bar chuck, the drawknot cutting ferrule, drawknot pole and fixed screw, the steel bar chuck comprises fixed disk body and steel bar clamping frame, the steel bar clamping frame is connected on fixed disk body, fixed disk body surface sets up a plurality of screw holes, the drawknot cutting ferrule includes the cavity pipe box, cavity pipe box surface sets up the screw thread, cavity pipe box top sets up the pressure disk, the pressure disk middle part sets up the pole hole, the pole hole of pressure disk is passed to the body of rod of drawknot pole, the body of rod top of drawknot pole sets up the pole cap, the body of rod bottom installation cutting ferrule of drawknot pole.
2. The steel wire mesh frame plate for the built-in heat-preservation cast-in-place concrete composite wall body according to claim 1, wherein a rib plate is arranged between the fixed plate body and the steel bar clamping frame so as to improve the structural strength of the steel bar clamping frame.
3. The steel wire mesh frame plate for the built-in heat-preservation cast-in-place concrete composite wall body as claimed in claim 1, wherein the steel bar clamping frame is of a hollow frame body structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022943753.XU CN213927091U (en) | 2020-12-10 | 2020-12-10 | Steel wire mesh frame plate for built-in heat-preservation cast-in-place concrete composite wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022943753.XU CN213927091U (en) | 2020-12-10 | 2020-12-10 | Steel wire mesh frame plate for built-in heat-preservation cast-in-place concrete composite wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213927091U true CN213927091U (en) | 2021-08-10 |
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ID=77150287
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022943753.XU Active CN213927091U (en) | 2020-12-10 | 2020-12-10 | Steel wire mesh frame plate for built-in heat-preservation cast-in-place concrete composite wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213927091U (en) |
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2020
- 2020-12-10 CN CN202022943753.XU patent/CN213927091U/en active Active
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