CN218712948U - Composite set of enlarged footing stock construction in formula of sinking basis - Google Patents
Composite set of enlarged footing stock construction in formula of sinking basis Download PDFInfo
- Publication number
- CN218712948U CN218712948U CN202222914729.2U CN202222914729U CN218712948U CN 218712948 U CN218712948 U CN 218712948U CN 202222914729 U CN202222914729 U CN 202222914729U CN 218712948 U CN218712948 U CN 218712948U
- Authority
- CN
- China
- Prior art keywords
- steel
- frame
- length
- enlarged footing
- construction
- 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
- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses an enlarged footing stock composite set of construction in formula basis sinks, the frame that is the rectangular steel that distributes and the specification is the same on a plurality of direction of height, the frame includes two long limit I-steels as the length of frame, still includes two minor face I-steels as the width of frame, through stand I-steel welded fastening, every between two adjacent frames all be provided with in the frame a plurality ofly with the parallel and the same division rule of length of long limit I-steel as the frame area of separating the I-steel, separate the both ends and the minor face I-steel welded fastening of I-steel, the partition I-steel distribution situation in every frame is the same, it has the steel sheet to articulate on one of them minor face I-steel that is located the top frame, steel sheet and cushion cap overlap joint, the utility model provides a very difficult problem of post mound cushion cap about the stock machine, the distribution can be controlled in addition evenly, the efficiency of construction is high, excellent in use effect, sustainable turnover.
Description
Technical Field
The utility model relates to a construction technical field especially relates to a composite set of enlarged footing stock construction in formula of sinking basis.
Background
The diameter-variable steel reinforcement cage enlarged footing anchor rod is a new technology, and has the technical advantage of improving the pulling resistance of the anchor rod, thereby ensuring the anti-floating function of the foundation. In actual construction, part of anchor rods are designed in the column pier bearing platform and are distributed at different positions, the upper column pier bearing platform and the lower column pier bearing platform of the anchor rod machine are very difficult to move, the machine is difficult to level, the anchor rod construction difficulty is high, and even the construction cannot be carried out.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a composite set of enlarged footing stock construction in formula basis sinks to the not enough of prior art.
The utility model provides a technical scheme that above-mentioned technical problem adopted does: the utility model provides an expanding head stock composite set of construction in formula basis sinks, includes the same frame that is the rectangular steel of a plurality of direction of height upper distribution and specification, the frame includes two long limit I-steel as the length of frame, still includes two minor face I-steel as the width of frame, through stand I-steel welded fastening, every between two adjacent frames all be provided with in the frame a plurality ofly and the parallel and the same division rule of length of long limit I-steel as the frame area of separating the I-steel, separate the both ends and the minor face I-steel welded fastening of I-steel, the separation I-steel distribution condition in every frame is the same, and it has the steel sheet to articulate on one of them minor face I-steel that is located the top frame, steel sheet and cushion cap overlap joint.
Preferably, the number of the separation I-shaped steel in each frame is two, and the area of each frame is equally divided into three parts.
Preferably, the steel plate is rotatably connected with the short-side I-shaped steel through a hinge.
Preferably, the number of the frames is two, and the upper end and the lower end of the upright column I-steel are respectively welded and fixed with the long-edge I-steel in the two frames.
Preferably, the steel plate has a length of 1600mm and a width of 1200mm.
Preferably, the length of the short side I-beam is the same as that of the steel plate, and the length of the long side I-beam is 3000mm.
Compared with the prior art, the beneficial effects of the utility model are that: will through the tower crane the utility model discloses hoist to the cushion cap in, the steel sheet is turned over and is taken on the cushion cap limit for the stock machine track is gone, has solved the very difficult problem of capital pier cushion cap about the stock machine, and in addition, set up in the frame and separate the I-steel with the area partition of frame, separate the clearance between the I-steel and be the reservation construction space of stock promptly, consequently when the construction stock, even, the efficiency of construction is high, excellent in use effect, sustainable turnover that the distribution of stock can be controlled.
Drawings
The accompanying drawings are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention, and together with the description serve to explain the principles of the invention. In the drawings:
fig. 1 is a schematic structural view of the present invention;
FIG. 2 is a top view of FIG. 1;
fig. 3 is a usage state diagram of the present invention.
In the figure: 1. long-side I-steel; 2. short-edge I-steel; 3. upright column I-steel; 4. separating the I-shaped steel; 5. a steel plate; 6. and (4) a hinge.
Detailed Description
The technical solution of the present invention is described in detail below with reference to the accompanying drawings, but the scope of the present invention is not limited to the embodiments.
Referring to fig. 1 to 3, a combination device for construction of an enlarged footing anchor rod in a sunken foundation comprises a plurality of frames which are distributed in the height direction and have the same specification and are rectangular steel, each frame comprises two long-side i-beams 1 as the length of the frame, the length of each long-side i-beam 1 is 3000mm, two short-side i-beams 2 as the width of the frame, the length of each short-side i-beam 2 is 1600mm, two adjacent frames are welded and fixed through upright-column i-beams 3, each frame is internally provided with a plurality of partition i-beams 4 which are parallel to the long-side i-beams 1 and have the same length as the long-side i-beams 1 and are used as dividing lines of the area of the frame, two ends of each partition i-beam 4 are welded and fixed with the short-side i-beams 2, the i-beams are selected and manufactured because the rigidity and the stability of the i-beams are fully considered, the distribution condition of the partition i-beams 4 in each frame is the same, one of the short-beam 2 in the uppermost frame is rotatably hinged with a steel plate 5 through a hinge 6, the steel plate 5 is lapped with a bearing platform, and the steel plate 5 has the length of 1600mm and the width of 1200mm.
Before the construction, the tower crane will the utility model discloses hoist in the cushion cap, 5 turns over of steel sheet and take on the cushion cap limit, a track of stock machine traveles, the back is taken one's place to the stock machine, stock machine landing leg pad steel sheet 5, mechanical leveling, begin the construction, owing to set up the area partition of separating I-steel 4 with the frame in the frame, separate the clearance between the I-steel 4 and be the reserved construction space of stock promptly, consequently when the construction stock, the even that the distribution of stock can be controlled, high construction efficiency, excellent in use effect, sustainable turnover, it is very difficult to the pier cushion cap about the stock machine among the prior art to have solved, and machinery is difficult to the problem of leveling operation, and the stock design has obtained even control in the pier cushion cap and the distributed position.
The utility model discloses in, the quantity of separating I-steel 4 in every frame is two, with the area of frame equalling divide into the triplex, certainly, considers the intensive nature that the stock distributes or the diameter of stock, and the homogeneity that the stock was under construction is guaranteed to the adjustable quantity of separating I-steel 4, specifically as the case may be.
Additionally the utility model discloses in, the quantity of frame is two, as long as the distance between two frames satisfy need in order to ensure the stock construction can not the slope can, this kind of frame distribution scheme is the most material-saving scheme, in addition stand I-steel 3 the upper and lower both ends respectively with two frames in long limit I-steel 1 welded fastening for stand I-steel 3's length has decided the distance between two frames, can use the stand I-steel 3 of different length to adapt to the cushion cap of different specifications, make the utility model discloses an application range greatly increased.
As above, while the invention has been shown and described with reference to certain preferred embodiments, it is not to be construed as limiting the invention itself. Various changes in form and detail may be made therein without departing from the spirit and scope of the invention as defined by the appended claims.
Claims (6)
1. The utility model provides an expanding head stock composite set of construction in formula basis sinks, its characterized in that includes the same frame that is rectangular steel of distribution and specification in a plurality of direction of height, the frame includes two long limit I-steel as the length of frame, still includes two minor face I-steels as the width of frame, through stand I-steel welded fastening, every between two adjacent frames all be provided with a plurality ofly in the frame and the parallel and the same partition I-steel of length of long limit I-steel as the parting line of frame area, separate the both ends and the minor face I-steel welded fastening of I-steel, the partition I-steel distribution condition in every frame is the same, and it has the steel sheet to articulate on one of them minor face I-steel that is located the top frame, steel sheet and cushion cap overlap joint.
2. The combination device for constructing the enlarged footing anchor rod in the sunken foundation according to claim 1, wherein the number of the partition I-beams in each frame is two, and the area of the frame is equally divided into three parts.
3. The combination device for constructing the enlarged footing anchor rod in the sunken foundation as claimed in claim 2, wherein the steel plate is rotatably connected with the short-side I-steel through a hinge.
4. The combination device for the construction of the enlarged footing anchor rod in the sunken foundation as claimed in claim 3, wherein the number of the frames is two, and the upper and lower ends of the column I-shaped steel are respectively welded and fixed with the long-side I-shaped steel in the two frames.
5. The combination of an enlarged footing anchor rod in a sunken foundation of claim 4 wherein the steel plate has a length of 1600mm and a width of 1200mm.
6. The combination device for constructing the enlarged footing anchor rod in the sunken foundation as claimed in claim 5, wherein the length of the short side I-beam is the same as that of the steel plate, and the length of the long side I-beam is 3000mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222914729.2U CN218712948U (en) | 2022-11-03 | 2022-11-03 | Composite set of enlarged footing stock construction in formula of sinking basis |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222914729.2U CN218712948U (en) | 2022-11-03 | 2022-11-03 | Composite set of enlarged footing stock construction in formula of sinking basis |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218712948U true CN218712948U (en) | 2023-03-24 |
Family
ID=85600070
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222914729.2U Active CN218712948U (en) | 2022-11-03 | 2022-11-03 | Composite set of enlarged footing stock construction in formula of sinking basis |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218712948U (en) |
-
2022
- 2022-11-03 CN CN202222914729.2U patent/CN218712948U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101824800B (en) | Method for construction of bridge cast-in-situ pre-stressed concrete continuous beam | |
| CN201648977U (en) | Slant legged rigid frame bracket system of cast-in-place prestressed concrete continuous beam at bridge site | |
| CN202688888U (en) | Deck type reversely hung template hanging frame | |
| KR102635982B1 (en) | Method for erecting segmented steel girders on short slideway girders at the top of piers | |
| CN204125899U (en) | A kind of long piled wharf super large framed bent cast-in-situ pile cap bed die support system | |
| CN106638279A (en) | Shock absorption combined type pier | |
| CN203270461U (en) | Bailey beam support without buttress in soft foundation | |
| CN206513104U (en) | A kind of only pillar overhead station structure of urban track traffic | |
| CN201648978U (en) | Tied arch support of bridge location cast-in-situ prestressed concrete continuous beam | |
| CN109440624A (en) | A kind of open web type concrete filled steel tube tie-rod overlapping arch is put more energy into web and continuous beam | |
| CN206279438U (en) | A kind of short tower steel truss girder cable-stayed bridge of steel | |
| CN110130203B (en) | Upper-bearing arch-rigid frame continuous beam combined bridge and construction method | |
| CN218712948U (en) | Composite set of enlarged footing stock construction in formula of sinking basis | |
| CN207919315U (en) | Four line high-speed railway steel truss cable-stayed bridges | |
| CN110820607B (en) | Parallel single-column pier bridge non-contact connection reinforcing device | |
| CN202644410U (en) | Protection canopy frame of triangle-shaped trusswork | |
| CN102140774A (en) | Lateral stiffening construction of concrete cable-stayed bridge box girder | |
| CN103422436A (en) | Construction method for utilizing corrugated steel webs to bear construction load | |
| CN112921835B (en) | Single-column pier bridge anti-overturning capacity lifting device under extreme load effect | |
| CN207143743U (en) | A kind of road and bridge construction safety guard | |
| CN216474549U (en) | Prefabricated beam erection platform for full-width erection | |
| CN203034605U (en) | Jacking support for reticulated shell structure | |
| CN203603018U (en) | Highway and railway combined construction double-layer continuous steel structure | |
| CN104131514B (en) | A kind of plate girder bracket and construction method | |
| CN204139066U (en) | A kind of plate girder bracket, construction bracket and construction Hanging Basket |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |