CN213358957U - Foundation embedded part structure - Google Patents
Foundation embedded part structure Download PDFInfo
- Publication number
- CN213358957U CN213358957U CN202022008544.6U CN202022008544U CN213358957U CN 213358957 U CN213358957 U CN 213358957U CN 202022008544 U CN202022008544 U CN 202022008544U CN 213358957 U CN213358957 U CN 213358957U
- Authority
- CN
- China
- Prior art keywords
- supporting
- embedded
- steel plate
- concrete foundation
- embedded steel
- 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 foundation embedded part structure, which comprises an embedded steel plate, a plurality of anchor bars arranged at the lower part of the embedded steel plate at equal intervals, a concrete foundation and a plurality of supporting members, wherein the heights of the plurality of supporting members are consistent, each supporting member consists of a supporting rod and a supporting cap, and the concrete foundation comprises a beam, a plate and a column reinforcing steel bar structure; the support rods are connected with the steel bar structures of the beams, the plates and the columns; the embedded steel plate is placed on the supporting cap, a plurality of anchor bars arranged at equal intervals on the lower portion of the embedded steel plate are respectively inserted into the concrete foundation, the height of the upper surface of the embedded steel plate is consistent with that of the upper surface of the concrete foundation, and the anchor bars and the steel bar structures in the concrete foundation are arranged in a staggered mode. This structure can be solved steel sheet in advance when the installation is fixed, and the stock welds the reinforcing bar and only the welding position atress of stock and reinforcing bar, and the condition of opening the welding easily also can reduce the atress of crab-bolt welding position.
Description
Technical Field
The utility model belongs to the technical field of the electric power engineering construction, a basic built-in fitting structure is related to.
Background
In the construction process of the electric power engineering building, the number of exposed embedded parts is large, the specifications are multiple, and the embedding precision and the appearance quality of the embedded parts directly influence the installation quality of an installation project and the appearance quality of concrete of the whole project. In order to improve the embedding standard of the embedded part, strict control is needed before and during embedding.
According to past engineering experience, the installation accuracy of the embedded part has many problems in design, such as: missing, excessive design, unreasonable embedded part form, incorrect embedded part position and the like. The condition that key equipment and pipelines are embedded without a support hanger or the position deviation of the embedded part is overlarge frequently occurs in the installation process, and the construction progress and quality of installation engineering are seriously influenced. Through analyzing and counting the quality problems of electric power construction projects in recent years, the influence of the manufacturing and mounting standard degree of the embedded part on the development of follow-up work is found to be serious. Because the embedded part is difficult to adjust after being embedded, the processing is more complicated, the processing time is longer, and the influence on the construction period and the quality of the project is larger.
In order to ensure that the upper surface of the embedded part and the upper surface of the concrete are at the same elevation after the embedded part is installed, a gap is formed between the embedded part and the reinforcing steel bar during installation, the embedded part cannot be in complete contact with the reinforcing steel bar, and the embedded part is placed on the top surface of the reinforcing steel bar. Therefore, the conventional fixing mode is that the anchor bars of the embedded parts are connected with the main bars of the reinforcement cage in a spot welding mode, the reinforcement cage cannot be completely fixed in order to keep the distance of the protective layer before concrete pouring, and the embedded parts are fixed on the main bars and can move integrally along with the deviation of the reinforcement cage. Because the anchor bars of the embedded parts are deep into the reinforcement cage, the reinforcement cage has larger reinforcement bars and smaller dense intervals, and workers do not have enough working space, so that the welding operation with quality and quantity guarantee is difficult to carry out. Unqualified welding quality will lead to the built-in fitting not hard up, and during the workman construction, can trample the built-in fitting for the walking convenience.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a basic built-in fitting structure, this structure can guarantee after the built-in fitting installation, and the upper surface and the concrete upper surface of built-in fitting are at same elevation.
The purpose of the utility model can be realized by the following technical scheme:
a foundation embedded part structure comprises an embedded steel plate, a plurality of anchor bars arranged at the lower part of the embedded steel plate at equal intervals, a concrete foundation and a plurality of supporting members, wherein the heights of the plurality of supporting members are consistent, each supporting member consists of a supporting rod and a supporting cap, and the concrete foundation comprises a beam, a plate and a column steel bar structure; the support rods are connected with the steel bar structures of the beams, the plates and the columns; the embedded steel plate is placed on the supporting cap, a plurality of anchor bars arranged at equal intervals on the lower portion of the embedded steel plate are respectively inserted into the concrete foundation, the height of the upper surface of the embedded steel plate is consistent with that of the upper surface of the concrete foundation, and the anchor bars and the steel bar structures in the concrete foundation are arranged in a staggered mode.
Furthermore, a plurality of supporting members are respectively arranged on two sides of the embedded steel plate, a supporting rod in each supporting member is connected with a corresponding steel bar structure, and the height of the top surface of a supporting surface in each supporting member is consistent with the height of the embedded steel plate.
Further, the support rod is vertically connected below the support cap.
Furthermore, two support rods are arranged and are fixedly connected below the support cap in parallel.
Furthermore, the two support rods are respectively steel bars with the diameter of 10mm, and the support caps are made of steel plates with the thickness of 5 mm.
The utility model has the advantages that:
the utility model discloses a basic built-in fitting structure can solve in advance the steel sheet when the installation is fixed, and the stock welds the reinforcing bar and only the welding position atress of stock and reinforcing bar, the condition of opening the welding easily.
Moreover, because a gap exists between the embedded steel plate and the steel bar, the supporting member in the basic embedded part structure can be supported between the steel bar and the embedded steel plate, and the supporting function is realized when workers trample the embedded steel plate, so that the stress of the welding part of the anchor bolt is reduced.
Drawings
The present invention will be further described with reference to the accompanying drawings.
Fig. 1 is a schematic view of the overall structure of a basic embedded part structure of the utility model;
fig. 2 is a schematic structural diagram of a supporting member in a basic embedded part structure according to the present invention.
Detailed Description
In most projects, embedded parts are usually fixed on steel bars of beams, plates and columns in a welding or binding connection mode. In order to ensure that the upper surface of the embedded part and the upper surface of the concrete are at the same elevation after the embedded part is installed, a gap exists between the embedded part and a steel bar during installation, the embedded part cannot be in complete contact with the steel bar and can be placed on the top surface of the steel bar.
When the embedded steel plate is fixedly installed, the determination of the elevation of an embedded part, namely the embedded steel plate, is particularly important, and the embedded part is higher than the surface of concrete due to the fact that the elevation of the embedded part is too high; the elevation of the embedded part is too low, the embedded part is poured into the concrete after the concrete is poured, and the embedded part is lower than the surface of the concrete after being chiseled out. Too high or too low of the embedded part will affect the subsequent equipment installation operation. Because the weight of the embedded steel plate is large, especially the large embedded part of the steel plate, the elevation difficulty of manual leveling is large.
As shown in fig. 1 and 2, the embodiment provides a foundation embedded part structure, which includes an embedded steel plate 1, a plurality of anchor bars 2 arranged at equal intervals at the lower part of the embedded steel plate, a concrete foundation and a plurality of supporting members 3, wherein the heights of the plurality of supporting members are consistent, each supporting member is composed of a supporting rod 31 and a supporting cap 32, and the concrete foundation includes a steel bar structure 4 of a beam, a plate and a column; the support rod 31 is connected with the steel bar structure 4 of the beam, the plate and the column; the embedded steel plate 1 is placed on the supporting cap, a plurality of anchor bars 2 which are arranged on the lower portion of the embedded steel plate at equal intervals are respectively inserted into the concrete foundation, the height of the upper surface of the embedded steel plate is consistent with that of the upper surface of the concrete foundation, and the anchor bars and the steel bar structures in the concrete foundation are arranged in a staggered mode.
Furthermore, a plurality of supporting members are respectively arranged on two sides of the embedded steel plate 1, a supporting rod in each supporting member is connected with a corresponding steel bar structure, and the height of the top surface of a supporting surface in each supporting member is consistent with the height of the embedded steel plate. And pre-burying the horizontal position of the steel plate, and performing paying-off alignment according to a drawing. After the horizontal position of the embedded part is aligned, the supporting member can be placed on the side face of the embedded steel plate, the elevation of the top surface of the member is consistent with that of the embedded steel plate, the supporting member is welded to the steel bar, and the supporting member is installed on the periphery of the embedded part to play a role in limiting.
Further, the support rod 31 is vertically connected below the support cap 32.
Furthermore, two support rods 21 are fixedly connected below the support cap 32 in parallel.
Furthermore, the two support rods are respectively steel bars with the diameter of 10mm, and the support caps are made of steel plates with the thickness of 5 mm. The diameter of the welding rod can be adjusted according to actual conditions, and the thickness and the size of the steel plate can also be adjusted according to actual conditions.
In the structure that this embodiment provided, can convert the elevation alignment of buried part into the elevation alignment to the supporting component when using. After the elevation of the supporting component is determined, the embedded steel plate is placed on the supporting component, the supporting component is made of steel members, and the supporting component is composed of supporting rods and supporting caps. The bracing piece adopts two diameter to be 10 mm's reinforcing bar, presss from both sides two bracing pieces on the reinforcing bar in the concrete foundation during the construction to the top surface elevation of adjustment supporting component, after confirming the elevation, with the reinforcing bar welded fastening of bracing piece and roof beam, board, post.
The number of support members is determined according to the size of the embedded part, and each support member is fixed on the steel bar in the mode. And finally, embedding the embedded part, namely the anchor bars of the embedded steel plates are deeply embedded into the concrete foundation, and the embedded steel plates are placed on the supporting piece. When the structure is applied, the elevation alignment difficulty of the embedded part is reduced, and the problem of supporting the embedded steel plate suspended on the steel bar after installation is solved.
The foregoing is merely exemplary and illustrative of the structure of the invention, and various modifications, additions and substitutions as described in the detailed description may be made by those skilled in the art without departing from the structure or exceeding the scope of the invention as defined in the claims.
Claims (5)
1. A foundation embedded part structure is characterized by comprising an embedded steel plate, a plurality of anchor bars arranged at the lower part of the embedded steel plate at equal intervals, a concrete foundation and a plurality of supporting members, wherein the heights of the plurality of supporting members are consistent, each supporting member consists of a supporting rod and a supporting cap, and the concrete foundation comprises a beam, a plate and a column steel bar structure; the support rods are connected with the steel bar structures of the beams, the plates and the columns; the embedded steel plate is placed on the supporting cap, a plurality of anchor bars arranged at equal intervals on the lower portion of the embedded steel plate are respectively inserted into the concrete foundation, the height of the upper surface of the embedded steel plate is consistent with that of the upper surface of the concrete foundation, and the anchor bars and the steel bar structures in the concrete foundation are arranged in a staggered mode.
2. The basic embedded part structure according to claim 1, wherein a plurality of supporting members are respectively arranged on two sides of the embedded steel plate, a supporting rod in each supporting member is connected with a corresponding steel bar structure, and the top surface height of a supporting surface in each supporting member is consistent with the height of the embedded steel plate.
3. The basic embedment structure of claim 1, wherein the support rods are connected vertically below the support caps.
4. The basic embedded part structure of claim 3, wherein two support rods are fixedly connected in parallel below the support caps.
5. The basic embedded part structure of claim 4, wherein the two supporting rods are respectively steel bars with a diameter of 10mm, and the supporting caps are made of steel plates with a thickness of 5 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022008544.6U CN213358957U (en) | 2020-09-15 | 2020-09-15 | Foundation embedded part structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022008544.6U CN213358957U (en) | 2020-09-15 | 2020-09-15 | Foundation embedded part structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213358957U true CN213358957U (en) | 2021-06-04 |
Family
ID=76151765
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022008544.6U Active CN213358957U (en) | 2020-09-15 | 2020-09-15 | Foundation embedded part structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213358957U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114033087A (en) * | 2021-11-02 | 2022-02-11 | 郑州祥和集团有限公司 | Construction method of embedded part of transformer substation |
-
2020
- 2020-09-15 CN CN202022008544.6U patent/CN213358957U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114033087A (en) * | 2021-11-02 | 2022-02-11 | 郑州祥和集团有限公司 | Construction method of embedded part of transformer substation |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108894116B (en) | Prefabricated stand column assembling construction method | |
| CN211735747U (en) | Height-adjustable's beam holds in palm structure | |
| CN106592775A (en) | High-precision embedded part reinforcing and mounting device and method and purpose | |
| CN213358957U (en) | Foundation embedded part structure | |
| CN110725324A (en) | Shear wall high-limb guide wall conversion supporting structure and construction method thereof | |
| CN214737333U (en) | Detachable adjustable type embedded main reinforcement positioning device for prefabricated pier stud bridge bearing platform | |
| CN214062391U (en) | Spacing frock of column mouting | |
| CN215594016U (en) | Mounting structure of shock insulation support | |
| CN110629782B (en) | Adjusting method of anchor bolt offline assembly device | |
| CN116427743A (en) | Large-span door opening construction method | |
| CN110158770A (en) | A kind of assembled architecture beam column anchor plate type attachment device and its construction method | |
| CN215670131U (en) | Device capable of quickly and accurately adjusting steel structure embedded part | |
| CN202017215U (en) | Sleeve pipe pre-embedding and fixing device | |
| CN215055273U (en) | A assembled template for installing support bracket embedded box | |
| CN210621745U (en) | Foundation bolt fixing frame assembly | |
| CN213806583U (en) | Large-section inclined column template construction structure for constructional engineering | |
| KR102269140B1 (en) | Support Structure for Construction of RC Beam Mold, And Method for Construction of RC Beam | |
| CN211395731U (en) | Foundation bolt off-line assembly device | |
| CN104196153A (en) | Thick L-shaped steel plate shear wall column and manufacturing method thereof | |
| CN210013489U (en) | Three-in-one plate thickness controller | |
| CN211257918U (en) | Bottom plate steel bar and steel pipe scaffold support system | |
| CN219710586U (en) | Angle steel embedded part pre-fixing structure | |
| CN213062994U (en) | Assembled structure hidden column area positioning steel plate | |
| CN216041780U (en) | Independent foundation column base anchor bolt positioning sleeve frame | |
| CN219509179U (en) | Beam bottom surface formwork appurtenance |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |