CN210439662U - Floor pre-buried anchorage device seat - Google Patents
Floor pre-buried anchorage device seat Download PDFInfo
- Publication number
- CN210439662U CN210439662U CN201920894975.1U CN201920894975U CN210439662U CN 210439662 U CN210439662 U CN 210439662U CN 201920894975 U CN201920894975 U CN 201920894975U CN 210439662 U CN210439662 U CN 210439662U
- Authority
- CN
- China
- Prior art keywords
- bottom plate
- anchor pipe
- anchor
- seat
- butt joint
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a pre-buried ground tackle seat of floor, including bottom plate and anchor pipe subassembly, the anchor pipe subassembly sets up on the bottom plate, the bottom plate is rectangular form, the bottom plate level sets up, vertical penetration has two fixed orificess No. one on the bottom plate, two fixed orificess are close to the bottom plate both ends respectively, the anchor pipe subassembly includes two anchor pipe bodies, two anchor pipe bodies are vertical setting respectively at the upper surface of bottom plate, two anchor pipe bodies are the hollow tube, the upper surface of bottom plate is equipped with cyclic annular butt joint around two fixed orificess difference rings, the butt joint stretches into the lower extreme of anchor pipe body, the anchor pipe body is through butt joint and fixed orifices switch-on No. one. Adopt the utility model discloses a pre-buried ground tackle seat of floor, when the pre-buried ground tackle seat of installation, to the influence of framework of steel reinforcement installation when having avoided the first installation ground tackle seat, when also having avoided the back installation ground tackle seat, ground tackle seat receives framework of steel reinforcement's influence, is difficult for placing and fixed problem. The anchor seat has simple structure and low cost.
Description
Technical Field
The utility model relates to a but aggregate erection's ground tackle seat, concretely relates to pre-buried ground tackle seat of floor.
Background
In construction, surpass the building of a take the altitude and need set up the scaffold frame of encorbelmenting, the frame of encorbelmenting generally adopts the I-steel as supporting, and the fixed round steel clamping ring that can adopt of I-steel, imbeds the floor with the anchor muscle tip of U type and pours the layer, and the floor is poured upwards to two straightway of this U type anchor muscle, and the I-steel passes between two straightway that U type anchor muscle wore out, couples together the both ends that U type anchor muscle wore out again, plays an anchor limiting displacement to the I-steel. But when needing to be dismantled, need electric welding cutting, very inconvenient. Therefore, a plastic sleeve is embedded in a floor slab casting layer, the U-shaped anchoring ribs penetrate through the embedded plastic sleeve to play a role in anchoring limitation, the existing plastic mold is integrated, after the plastic mold is placed in advance, laying of a steel reinforcement framework in the floor slab casting layer can be influenced, the steel reinforcement framework is arranged in advance, the plastic mold is limited by the integrated structure, and the plastic mold is difficult to accurately install in a needed place.
SUMMERY OF THE UTILITY MODEL
The utility model provides an anchorage device seat capable of being assembled and installed, which is very simple and convenient when the anchorage device seat is fixedly installed.
The technical scheme is as follows:
the utility model provides a pre-buried ground tackle seat of floor, its key lies in: the anchor pipe assembly is arranged on the bottom plate;
the bottom plate is in a long strip shape and is horizontally arranged, two first fixing holes vertically penetrate through the bottom plate, and the two first fixing holes are respectively close to the two ends of the bottom plate;
the anchor pipe assembly comprises two anchor pipe bodies, the two anchor pipe bodies are respectively and vertically arranged on the upper surface of the bottom plate, and the two anchor pipe bodies are hollow pipes;
annular butt joints are respectively and annularly arranged on the upper surface of the bottom plate around the two first fixing holes;
the butt joint extends into the lower end of the anchor pipe body, and the anchor pipe body is communicated with the first fixing hole through the butt joint.
The technical scheme has the remarkable effects that: because the bottom plate volume is less, can be with the fixed setting alone of bottom plate between pouring template and framework of steel reinforcement, install anchor pipe subassembly again, when having avoided setting up the ground tackle seat earlier, ground tackle seat is to framework of steel reinforcement's influence. The problem that the anchor seat is not easy to place and fix due to the influence of the steel bar framework on the anchor seat when the anchor seat is installed at the back is also avoided.
The inner cavity of the anchor pipe body comprises a fourth fixing hole at the upper part and a fifth fixing hole at the lower part, the fifth fixing holes correspond to the butt joints one by one and are spliced, and the aperture of the upper end of each fifth fixing hole is smaller than that of the lower end of the corresponding fifth fixing hole;
the inner wall of the fifth fixing hole is matched with the outer wall of the butt joint, the butt joint is located in the fifth fixing hole, and the lower surface of the anchor pipe body is attached to the upper surface of the bottom plate.
And a fixing rod is arranged between the two anchor pipe bodies and horizontally arranged, and the fixing rod is respectively connected with the upper ends of the two anchor pipe bodies.
The lower surface of bottom plate is equipped with the bar recess, the bar recess is followed the length direction of bottom plate sets up, the both ends of bar recess respectively with two the fixed orifices switch-on No. one.
The bottom plate both ends are equipped with the support respectively, the support includes two hangers, and two with the one end the hangers sets up respectively the both sides limit of bottom plate, the hanger level sets up, all be equipped with the bolt hole on the hangers, the bolt hole runs through the hangers.
The beneficial effects are as follows: when the floor is poured, the bottom plate is fixed on the pouring template through the bolt holes when the floor is poured, the bottom plate is located between the pouring template and the steel reinforcement framework, and the anchor pipe assembly is aligned and installed on the bottom plate, so that the influence on the installation of the steel reinforcement framework when the anchor seat is installed firstly is avoided, and the problem that the anchor seat is not easy to place and fix due to the influence of the steel reinforcement framework when the anchor seat is installed afterwards is also avoided. The anchor seat has simple structure and low cost.
Drawings
FIG. 1 is a schematic structural view of a floor slab pre-buried anchor seat;
FIG. 2 is a bottom view of FIG. 1;
FIG. 3 is a top view of FIG. 1;
FIG. 4 is a cross-sectional view A-A of FIG. 3;
FIG. 5 is a schematic structural view of the anchor tube body;
fig. 6 is a sectional view B-B of fig. 5.
Detailed Description
The present invention will be further explained with reference to the following examples and drawings.
As shown in fig. 1 to 6, a pre-buried ground tackle seat of floor, includes bottom plate 1, No. four fixed orificess 3, anchor pipe body 4, dead lever 5, butt joint 6, No. five fixed orificess 7 and bolt hole 9, wherein:
the anchor pipe assembly is arranged on the bottom plate 1;
the bottom plate 1 is in a long strip shape, the bottom plate 1 is horizontally arranged, two first fixing holes vertically penetrate through the bottom plate 1, and the two first fixing holes are respectively close to two ends of the bottom plate 1;
the anchor pipe assembly comprises two anchor pipe bodies 4, the two anchor pipe bodies 4 are respectively vertically arranged on the upper surface of the bottom plate 1, and the two anchor pipe bodies 4 are hollow pipes;
the butt joint 6 extends into the lower end of the anchor pipe body 4, and the anchor pipe body 4 is communicated with the first fixing hole through the butt joint 6.
Specifically, the method comprises the following steps:
the inner cavity of the anchor pipe body 4 comprises a fourth fixing hole 3 at the upper part and a fifth fixing hole 7 at the lower part, the fifth fixing hole 7 is in one-to-one correspondence with the butt joint 6 and is inserted, and the aperture of the upper end of the fifth fixing hole 7 is smaller than that of the lower end of the fifth fixing hole;
the inner wall of No. five fixed orifices 7 with the outer wall phase-match of butt joint 6, butt joint 6 is located in No. five fixed orifices 7, the lower surface of anchor pipe body 4 with the laminating of the upper surface of bottom plate 1.
And a fixing rod 5 is arranged between the two anchor pipe bodies 4, the fixing rod 5 is horizontally arranged, and the fixing rod 5 is respectively connected with the upper ends of the two anchor pipe bodies 4.
The lower surface of the bottom plate 1 is provided with a strip-shaped groove, the strip-shaped groove is arranged along the length direction of the bottom plate 1, and two ends of the strip-shaped groove are communicated with the first fixing holes respectively.
The support is arranged at two ends of the bottom plate 1 respectively, the support comprises two support lugs, the support lugs at the same end are arranged on two side edges of the bottom plate 1 respectively, the support lugs are horizontally arranged and all bolt holes 9 are formed in the support lugs, and the bolt holes 9 penetrate through the support lugs.
Finally, it should be noted that the above description is only a preferred embodiment of the present invention, and those skilled in the art can make various similar representations without departing from the spirit and the scope of the present invention.
Claims (5)
1. A floor pre-buried anchorage device seat is characterized by comprising a bottom plate (1) and an anchor pipe assembly, wherein the anchor pipe assembly is arranged on the bottom plate (1);
the bottom plate (1) is in a long strip shape, the bottom plate (1) is horizontally arranged, two first fixing holes vertically penetrate through the bottom plate (1), and the two first fixing holes are respectively close to two ends of the bottom plate (1);
the anchor pipe assembly comprises two anchor pipe bodies (4), the two anchor pipe bodies (4) are respectively and vertically arranged on the upper surface of the bottom plate (1), and the two anchor pipe bodies (4) are hollow pipes;
annular butt joints (6) are respectively and annularly arranged on the upper surface of the bottom plate (1) around the two first fixing holes;
the butt joint (6) stretches into the lower end of the anchor pipe body (4), and the anchor pipe body (4) is communicated with the first fixing hole through the butt joint (6).
2. The floor pre-buried anchor seat of claim 1, wherein: the inner cavity of the anchor pipe body (4) comprises a fourth fixing hole (3) in the upper part and a fifth fixing hole (7) in the lower part, the fifth fixing hole (7) is in one-to-one correspondence with the butt joint (6) and is inserted, and the aperture of the upper end of the fifth fixing hole (7) is smaller than that of the lower end of the fifth fixing hole;
the inner wall of the fifth fixing hole (7) is matched with the outer wall of the butt joint (6), the butt joint (6) is located in the fifth fixing hole (7), and the lower surface of the anchor pipe body (4) is attached to the upper surface of the bottom plate (1).
3. The floor pre-buried anchor seat of claim 2, wherein: and a fixing rod (5) is arranged between the two anchor pipe bodies (4), the fixing rod (5) is horizontally arranged, and the fixing rod (5) is respectively connected with the upper ends of the two anchor pipe bodies (4).
4. The floor pre-buried anchor seat of claim 1, wherein: the lower surface of the bottom plate (1) is provided with a strip-shaped groove, the strip-shaped groove is arranged along the length direction of the bottom plate (1), and two ends of the strip-shaped groove are communicated with the first fixing holes respectively.
5. The floor pre-buried anchor seat of claim 1, wherein: the support is arranged at two ends of the base plate (1) respectively, the support comprises two support lugs, the support lugs at the same end are arranged on two side edges of the base plate (1) respectively, the support lugs are horizontally arranged and all bolt holes (9) are formed in the support lugs, and the bolt holes (9) penetrate through the support lugs.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920894975.1U CN210439662U (en) | 2019-06-14 | 2019-06-14 | Floor pre-buried anchorage device seat |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920894975.1U CN210439662U (en) | 2019-06-14 | 2019-06-14 | Floor pre-buried anchorage device seat |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210439662U true CN210439662U (en) | 2020-05-01 |
Family
ID=70403268
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920894975.1U Active CN210439662U (en) | 2019-06-14 | 2019-06-14 | Floor pre-buried anchorage device seat |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210439662U (en) |
-
2019
- 2019-06-14 CN CN201920894975.1U patent/CN210439662U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR101946601B1 (en) | Precast Double Wall Structure for Improved Connections and Construction Method Thereof | |
| CN209891485U (en) | Cast-in-place concrete external wall insulation integration template bearing structure | |
| CN108005401A (en) | A kind of support and change method of the column of existing frame structure base isolation reinforcement | |
| CN107254933A (en) | The high-rise single through hole precast shear wall of assembled and its assembling structure and construction method | |
| CN107964944B (en) | Bored concrete pile reinforcement cage assembly and construction method thereof | |
| KR100394072B1 (en) | The connectors for steel pile head embedded in concrete footing and thereof structure | |
| CN112681117A (en) | Connecting device and construction method for connecting part of bridge pier column and bearing platform | |
| CN113123597B (en) | Assembled laminated slab splicing seam suspension type formwork structure and construction method thereof | |
| KR101606439B1 (en) | Spacer for fixing between truss girder and deck plate combine | |
| CN210439662U (en) | Floor pre-buried anchorage device seat | |
| CN206769200U (en) | First wear formula post stretching vertical prestressing cast-in-place concrete rod structure | |
| CN205531668U (en) | Bored concrete pile basis assembled enclosure | |
| EP1561874A1 (en) | Connecting device and node for buildings with prefabricated elements | |
| CN109853537B (en) | Prestressed pile and construction method thereof | |
| CN207003803U (en) | The single through hole precast shear wall of high-rise assembled and its assembling structure | |
| KR200352506Y1 (en) | Supporting structure of mold | |
| CN213773957U (en) | Cast-in-place concrete wall structure with built-in insulation board | |
| CN214194622U (en) | Anchor bar type shell column base joint | |
| CN210529735U (en) | Building steel structure platform base | |
| CN114075871A (en) | Triangular overhanging support base for slip form | |
| CN203783113U (en) | Slope scaffold vertical rod base | |
| CN215721231U (en) | Pipeline anti-floating steel structure support | |
| CN209482822U (en) | Assembling type fence in concrete | |
| JP4035768B2 (en) | Joint structure between pre-made pile and column and its axial force transmission member | |
| CN206769198U (en) | Separate combination type armored concrete prefabricated section anchored end supporting construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |