A booster station building body anchor rod construction structure

Abstract

The application discloses a construction structure of a booster station building body, which comprises an upper cross beam provided with a steel bar planting hole, and a steel bar planting body which is placed into the steel bar planting hole of the upper cross beam, wherein a gap is formed between the outer periphery of the steel bar planting body and the steel bar planting hole, the gap is completely filled with a steel bar planting glue layer formed by a steel bar planting glue, the bottom of the steel bar planting glue layer is provided with a foaming agent curing layer, and a rubber sealing strip is embedded in the foaming agent curing layer. The steel bar planting glue layer is supported by the foaming agent curing layer, can be completely filled in the gap between the outer periphery of the steel bar planting body and the steel bar planting hole of the upper cross beam, and the situation that the steel bar planting glue layer flows downward under its own gravity when not being cured is avoided, and the problem that the steel bar planting glue cannot completely fill the gap between the steel bar planting body and the steel bar planting hole is solved.

Description

Technical Field

[0001] This utility model relates to a rebar installation construction structure for a booster station building, belonging to the field of photovoltaic construction technology. Background Technology

[0002] During the construction of photovoltaic booster stations, it is necessary to build a building to house electrical equipment. When laying lightweight bricks in the walls of the frame structure building, it is necessary to install rebar on the beams. The rebar is connected to the rebar holes in the beams through rebar adhesive (see Chinese patent application publication number CN104594640A).

[0003] When installing rebar on the upper beam, if the rebar adhesive is directly filled into the rebar holes of the beam, the adhesive will flow downwards along the rebar due to its own weight, resulting in the adhesive not being able to completely fill the gap between the rebar and the rebar hole. Summary of the Invention

[0004] To solve the above-mentioned technical problems, this utility model provides a rebar anchoring construction structure for a booster station building.

[0005] This utility model is achieved through the following technical solution.

[0006] This utility model provides a rebar anchoring construction structure for a booster station building, comprising: The upper crossbeam is equipped with rebar anchoring holes; The anchor body is placed into the anchor hole of the upper crossbeam. There is a gap between the outer periphery of the anchor body and the anchor hole. The gap is completely filled with the anchor adhesive layer. There is a foaming agent curing layer at the bottom of the anchor adhesive layer. A rubber sealing strip is embedded in the foaming agent curing layer.

[0007] The foaming agent cured layer is formed by curing a foaming agent used for glass doors and windows.

[0008] Below the upper crossbeam is a lower crossbeam, which is also provided with anchor holes for placing anchor bodies through the anchor adhesive layer.

[0009] The rebars used for the upper and lower crossbeams are all four rebars spaced apart, and the four rebars of the upper and lower crossbeams are lapped together by connecting bars.

[0010] It also includes a positioning support frame for positioning the rebars on the upper crossbeam; the positioning support frame includes a support plate and four positioning tubes that are fixed to the support plate at intervals. The bottom of the four rebars is inserted into the four positioning tubes at intervals. With the support of the support plate, after the four rebars are inserted into the rebar holes of the upper crossbeam, there is a gap between the outer periphery of the rebar and the rebar hole.

[0011] A support rod is fixed to the bottom of the support plate, and a beam clamp is fixed to the bottom of the support rod. Screws pass through both sides of the beam clamp, and clamping nuts are screwed into the threaded portions of the screws on both sides of the beam clamp. The clamping nuts on both sides of the screws are screwed in opposite directions to tighten the beam clamp inward and hold the lower crossbeam.

[0012] The screw contacts the top surface of the lower crossbeam.

[0013] The beneficial effects of this utility model are as follows: the anchoring adhesive layer is supported by the foaming agent curing layer, and can completely fill the gap between the outer periphery of the anchoring body and the anchoring hole of the upper crossbeam, avoiding the situation where the anchoring adhesive layer flows downward under its own gravity before curing, and solving the problem that the anchoring adhesive cannot completely fill the gap between the anchoring body and the anchoring hole. Attached Figure Description

[0014] Figure 1 This is a schematic diagram of the structure of the rebar anchor body of this utility model, which is connected by overlapping connecting bars; Figure 2 This is a schematic diagram of the structure of the rebar anchor at the upper crossbeam of the positioning support frame of this utility model; Figure 3 This is a schematic diagram of the main view section of the rebar anchor at the upper crossbeam of the positioning support frame of this utility model. Figure 4 This is a schematic diagram of the structure of the rubber sealing strip of this utility model when the hole position at the curing layer of the foaming agent is not sealed; Figure 5 This is a schematic diagram of the structure of the rubber sealing strip of this utility model when sealing the hole position at the curing layer of the foaming agent; In the diagram: 1-Upper crossbeam; 2-Rebar anchor; 3-Rebar adhesive layer; 4-Foaming agent curing layer; 41-Rubber sealing strip; 5-Lower crossbeam; 6-Connecting bar; 7-Positioning support frame; 71-Support plate; 72-Positioning tube; 73-Support rod; 74-Beam clamp; 75-Screw; 76-Clamping nut. Detailed Implementation

[0015] The technical solution of this utility model is further described below, but the scope of protection is not limited to what is described.

[0016] like Figures 1 to 5 As shown.

[0017] This application discloses a rebar installation construction structure for a booster station building, comprising: A rebar anchor 2 is placed inside the anchoring hole of the upper beam 1. There are gaps between the anchor 2 and the anchoring hole on its outer periphery, and these gaps are completely filled with an anchoring adhesive layer 3. At the bottom of the anchoring adhesive layer 3 is a removable foaming agent cured layer 4, formed by curing a foaming agent used for glass doors and windows. A rubber sealing strip 41 is embedded within the foaming agent cured layer 4. The foaming agent cured layer 4 occupies most of the anchoring hole, while the rubber sealing strip 41 occupies a smaller portion; for example, the foaming agent cured layer 4 occupies five-sixths of the anchoring hole, and the rubber sealing strip 41 occupies one-sixth.

[0018] The anchoring adhesive layer 3 is supported by the foaming agent curing layer 4, and can completely fill the gap between the outer periphery of the anchoring body 2 and the anchoring hole of the upper crossbeam 1. This avoids the situation where the anchoring adhesive layer 3 flows downward under its own weight before curing, and solves the problem that the anchoring adhesive cannot completely fill the gap between the anchoring body and the anchoring hole.

[0019] Below the upper crossbeam 1, there is a lower crossbeam 5. The lower crossbeam 5 is also provided with anchor holes to place the anchor body 2 through the anchor adhesive layer 3. The anchor holes of the lower crossbeam 5 face downwards, so that the anchor body 2 on the lower crossbeam 5 does not use the foaming agent curing layer 4.

[0020] The rebars 2 used in the upper beam 1 and the lower beam 5 are all four rebars distributed at intervals, and the four rebars 2 of the upper beam 1 and the lower beam 5 are lapped together by connecting bars 6.

[0021] It also includes a positioning support frame 7 for positioning the rebar 2 on the upper crossbeam 1; the positioning support frame 7 includes a support plate 71 and four positioning tubes 72 that are fixed at intervals on the support plate 71. The bottoms of the four rebars 2 are inserted into the four positioning tubes 72 at intervals. With the support of the support plate 71, after the four rebars 2 are inserted into the rebar holes of the upper crossbeam 1, there is a gap between the outer periphery of the rebar 2 and the rebar hole.

[0022] A support rod 73 is fixed to the bottom of the support plate 71, and a beam clamp 74 is fixed to the bottom of the support rod 73. Screws 75 pass through both sides of the beam clamp 74. Clamping nuts 76 are screwed into the threaded portions of the screws 75 on both sides of the beam clamp 74. The clamping nuts 76 on both sides of the screws 75 are screwed in opposite directions to tighten the beam clamp 74 inward and clamp the lower crossbeam 5. The screws 75 contact the top surface of the lower crossbeam 5.

[0023] This application discloses a method for preventing water flow through rebar anchoring in the construction environment of a booster station, comprising: Four anchoring bodies 2 are supported by positioning support frames 7 and correspondingly inserted into the four anchoring holes of the upper crossbeam 1. First, a foaming agent curing layer 4 is applied, leaving holes for installing rubber sealing strips 41. After the surface of the foaming agent curing layer 4 has initially solidified in about ten minutes, anchoring adhesive is injected through the holes where the rubber sealing strips 41 are not installed to form the anchoring adhesive layer 3. When the anchoring adhesive layer 3 completely fills the gap between the outer periphery of the anchoring body 2 and the anchoring hole, the rubber sealing strips 41 block the reserved holes of the foaming agent curing layer 4, so that the anchoring adhesive in the anchoring adhesive layer 3 is supported by the foaming agent curing layer 4, avoiding the situation where the anchoring adhesive layer 3 flows downward under its own weight before it is cured, thus solving the problem that the anchoring adhesive cannot completely fill the gap between the anchoring body and the anchoring hole.

[0024] After the anchoring adhesive layer 3 has cured, the positioning support frame 7 is disassembled, the foaming agent curing layer 4 and the rubber sealing strip 41 are removed, so that the anchoring body 2 is connected to the upper crossbeam 1 through the anchoring adhesive layer 3; then the four anchoring bodies 2 of the lower crossbeam 5 are installed. After the four anchoring bodies 2 of the lower crossbeam 5 are also fixedly connected to the lower crossbeam 5 through the anchoring adhesive layer 3, the four anchoring bodies 2 of the upper crossbeam 1 and the lower crossbeam 5 are welded to the connecting bars 6 that are to be overlapped.

Claims

1. A rebar anchoring construction structure for a substation building, characterized in that, include: The upper crossbeam (1) is equipped with rebar holes; The anchor body (2) is placed into the anchor hole of the upper beam (1). There is a gap between the outer periphery of the anchor body (2) and the anchor hole. The gap is completely filled with the anchor adhesive layer (3) composed of anchor adhesive. There is a foaming agent curing layer (4) at the bottom of the anchor adhesive layer (3). The foaming agent curing layer (4) is embedded with a rubber sealing strip (41).

2. The rebar installation construction structure for the substation building as described in claim 1, characterized in that: The foaming agent curing layer (4) is formed by curing foaming agent for glass doors and windows.

3. The rebar installation construction structure for the substation building as described in claim 1, characterized in that: Below the upper crossbeam (1) there is a lower crossbeam (5), and the lower crossbeam (5) is also provided with anchor holes to place the anchor body (2) through the anchor adhesive layer (3).

4. The rebar installation construction structure for the booster station building as described in claim 3, characterized in that: The rebars (2) used in the upper beam (1) and lower beam (5) are all four rebars distributed at intervals. The four rebars (2) of the upper beam (1) and lower beam (5) are lapped together by connecting bars (6).

5. The rebar installation construction structure for the booster station building as described in claim 1, characterized in that: It also includes a positioning support frame (7) for positioning the rebar (2) on the upper crossbeam (1).

6. The rebar installation construction structure for the booster station building as described in claim 5, characterized in that: The positioning support frame (7) includes a support plate (71) and four positioning tubes (72) that are fixed at intervals on the support plate (71). The bottoms of the four anchoring bodies (2) are inserted into the four positioning tubes (72) at intervals.

7. The rebar installation construction structure for the booster station building as described in claim 6, characterized in that: The support plate (71) is fixed with a support rod (73) at the bottom, and a beam clamp (74) is fixed with the bottom of the support rod (73). A screw (75) passes through both sides of the beam clamp (74). The screws (75) on both sides of the beam clamp (74) are screwed with clamping nuts (76) through the threaded parts. The clamping nuts (76) on both sides of the screws (75) are screwed in opposite directions to tighten the beam clamp (74) inward and clamp the lower crossbeam (5).

8. The rebar installation construction structure for the booster station building as described in claim 7, characterized in that: The screw (75) contacts the top surface of the lower crossbeam (5).

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