CN205134737U - Steel stand with elevation self compensating column base structure - Google Patents
Steel stand with elevation self compensating column base structure Download PDFInfo
- Publication number
- CN205134737U CN205134737U CN201520847472.0U CN201520847472U CN205134737U CN 205134737 U CN205134737 U CN 205134737U CN 201520847472 U CN201520847472 U CN 201520847472U CN 205134737 U CN205134737 U CN 205134737U
- Authority
- CN
- China
- Prior art keywords
- steel post
- base plate
- seat board
- limit ribs
- column base
- 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
Abstract
The utility model relates to a building structure field specifically indicates a steel stand with elevation self compensating column base structure. Arrange in subaerial bottom plate, the up end level of bottom plate including steel stand and anchor that the bottom plate upper end is provided with the bedplate of two mutual dispositions, the bedplate vertical fixation is provided with two spacing ribs of rectangular form that are parallel to each other in bottom plate up end, relative one side of two block boards, spacing rib is vertical to be arranged, is located to leave the clearance that the jack passes through between the two relative spacing ribs on the two block boards, in steel stand column base inserts the limit structure that spacing rib and bedplate formed perpendicularly, its lateral part and bedplate welded fastening. The utility model discloses a come column base fixed structure split, make whole installation convenient simple swift, can save a large amount of installation time, have very big spreading value.
Description
Technical field
The utility model relates to building structure field, refers to a kind of steel post with absolute altitude self compensation suspension column structure particularly.
Background technology
Portal frame structure, in steel-structure factory building is built, is used in a large number because having stressed simple, the advantage such as Path of Force Transfer is clear and definite, structure manufacture is quick.
In portal frame structure, each steel post needs to ensure that steel post layout perpendicular to the ground is to obtain maximum ground supports power in installation process, and the upper end of steel post needs to keep Horizontal consistency, ensures that support force farthest transmits.Very high to the requirement of installation accuracy, prior art, in order to ensure installation accuracy, needs to arrange a special foundation base in the lower end of each column usually, by ensureing the stability of steel post to the accurate leveling of special foundation base.
The patent No. is the Chinese utility model patent of " gate-type arc-shaped steel frame for tunnel reinforcement " by name of " CN202202874U ", describe a kind of mounting means of simple portal frame structure column, the column lower end of this utility model is provided with steel plate, steel plate by bolt anchoring on the ground, by steel plate is levelling, ensure support force and the stability of steel plate.But in fact, the flatness requirement of the program to ground is higher, need to ensure that the Land leveling of different steel post lower end is good, and the leveling steel plate for supporting also compares and wastes time and energy, in addition in some cases, steel post or may make the adjustment of some height, and this utility model does not have description and the record of this respect completely.
The mode of prior art leveling base as shown in Figure 1, first pour into a mould a concrete, on once-cast concrete 1.1, base 1.2 is lived in anchoring, base 1.2 upper end is provided with leveling steel plate 1.3, leveling steel plate 1.3 adjustment in use bolt 1.4 is fixedly connected with base 1.2, leveling steel plate 1.3 is regulated to make its absolute altitude ensureing steel post 5 and verticality by adjusting bolt 1.4, after the absolute altitude of steel post 5 and verticality have regulated, carry out second pouring, second pouring concrete 1.5 maintains the stability of whole steel post, second pouring concrete 1.5 by steel post 5 completely and a concrete 1.1 of once-cast and base 1.2 be fixed together, absolute altitude and the stability of steel post structure is ensured with this.
But this shaping modes of prior art needs to carry out twice cast, wastes time and energy, and use the absolute altitude of bolt adjusting base very difficult, need the time of at substantial, have a strong impact on the installation effectiveness of steel post.
Summary of the invention
The purpose of this utility model is exactly the deficiency that will solve above-mentioned background technology, provides a kind of steel post with absolute altitude self compensation suspension column structure.
The technical solution of the utility model is: a kind of steel post with absolute altitude self compensation suspension column structure, comprise steel post and be anchored at ground base plate, the upper surface horizontal arrangement of base plate, is characterized in that: described base plate upper end is provided with two pieces of seat boards positioned opposite; Described seat board is vertically fixed on base plate upper surface, and the two relative sides of block plate are provided with two strip limit ribs be parallel to each other; Described limit ribs is vertically arranged, forms the position limiting structure around steel post suspension column with seat board, leaves the gap that jack passes through between the two relative limit ribs on two block plates; Described steel post suspension column is vertically inserted in the position limiting structure that limit ribs and seat board formed.
The position limiting structure that further described limit ribs and seat board are formed is positioned at the center of base plate.
On further described seat board limit ribs dorsad side on be provided with gripper shoe; Described gripper shoe is fixed on seat board sidepiece, and its anchoring lower ends is in base plate upper surface.
Advantage of the present utility model has: 1, the utility model comes by being split by suspension column fixed structure, make can place jack between steel post lower end and base plate, use jack can regulate the absolute altitude of steel post quickly and easily, directly steel post is welded on after adjustment completes seat board completes fixing, whole installation process is fast convenient and simple, a large amount of set-up times can be saved, there is great promotional value;
2, the utility model arranges vertical base plate all the time when limit ribs structure ensures installation of steel columns, ensure the stability of steel post structure, decrease the adjustment process of steel post, improve the installation effectiveness of steel post, the position limiting structure that limit ribs and seat board are formed is positioned at base plate center, also steel post can be allowed to be installed to base plate middle the most easily to ensure having maximum support force, to ensure that the best of total is stressed.
Accompanying drawing explanation
Fig. 1: the structural representation of prior art;
Fig. 2: front view of the present utility model;
The A-A view of Fig. 3: Fig. 2 of the present utility model;
Fig. 4: the top view of suspension column structure;
Fig. 5: the front view of suspension column structure;
Wherein: 1-base plate; 2-seat board; 3-limit ribs; 4-gripper shoe; 5-steel post; 1.1-once-cast concrete; 1.2-base; 1.3-leveling steel plate; 1.4-adjusting bolt; 1.5-second pouring concrete.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
As Fig. 2 ~ 5, a kind of steel post with absolute altitude self compensation suspension column structure, the suspension column fixed structure of the present embodiment comprises base plate 1 and seat board 2, base plate 1 is fixed on the ground by bolt anchoring, the upper surface of base plate 1 keeps level, seat board 2 is vertically fixed on the upper surface of base plate 1, and seat board 2 has two pieces, positioned opposite.In order to seat board 2 is fixed on base plate 1 by more stable, seat board 2 sidepiece is provided with gripper shoe 4, and gripper shoe 4 is fixed on seat board 2 sidepiece, its anchoring lower ends in base plate 1 upper surface, as shown in Figure 5.
The medial surface of seat board 2 is provided with position limiting structure, described position limiting structure comprises the relative strip limit ribs 3 of two of being vertically arranged on every block plate 2, article two, the opposing parallel layout of limit ribs 3, limit ribs 3 is vertically arranged, form the position limiting structure around steel post 2 suspension column with seat board 2, between the two relative limit ribs 3 on two block plates 2, leave the gap that jack passes through.Jack can enter in position limiting structure from this gap, is positioned at the lower end of steel post 5 in order to regulate the height of steel post 5.
The position limiting structure that limit ribs 3 and seat board 2 are formed is positioned at the center of base plate 1, the stability of force structure to greatest extent can be ensured like this, steel post 5 suspension column is vertically inserted in the position limiting structure that limit ribs 3 and seat board 2 formed, and its sidepiece and seat board 2 are welded and fixed.Leave compensate for clearance h between steel post 5 lower end and base plate 1, as shown in Figure 2, regulated the height of steel post 5 by jack, the size changing h can complete the adjustment of steel post 5 absolute altitude.
During use, by base plate 1 by bolt anchoring on the ground, keep the upper surface level of base plate 1, then seat board 2 is fixed on the upper surface of base plate 1, the position limiting structure that limit ribs 3 and seat board 2 are formed is positioned at the centre position of base plate 1, jack is placed in position limiting structure, steel post 5 is inserted in position limiting structure, is regulated the absolute altitude of steel post 5, after having regulated by jack, steel post 5 is welded on seat board 2, completes installation process.
More than show and describe general principle of the present utility model, principal character and advantage of the present utility model.The technician of the industry should understand; the utility model is not restricted to the described embodiments; what describe in above-described embodiment and manual just illustrates principle of the present utility model; under the prerequisite not departing from the utility model spirit and scope, the utility model also has various changes and modifications, and these changes and improvements all fall within the scope of claimed the utility model.The claimed scope of the utility model is defined by appending claims and equivalent thereof.
Claims (3)
1. the steel post with absolute altitude self compensation suspension column structure, comprise steel post (5) and be anchored at ground base plate (1), the upper surface horizontal arrangement of base plate (1), is characterized in that: described base plate (1) upper end is provided with two pieces of seat boards (2) positioned opposite; Described seat board (2) is vertically fixed on base plate (1) upper surface, and two block plates (2) are provided with two strip limit ribs (3) be parallel to each other in side relatively; Described limit ribs (3) is vertically arranged, form the position limiting structure around steel post (2) suspension column with seat board (2), be positioned at the gap left jack between the two relative limit ribs (3) on two block plates (2) and pass through; Described steel post (5) suspension column is vertically inserted in the position limiting structure that limit ribs (3) and seat board (2) formed.
2. a kind of steel post with absolute altitude self compensation suspension column structure as claimed in claim 1, is characterized in that: the position limiting structure that described limit ribs (3) and seat board (2) are formed is positioned at the center of base plate (1).
3. a kind of steel post with absolute altitude self compensation suspension column structure as claimed in claim 1, is characterized in that: on described seat board (2) limit ribs (3) dorsad side on be provided with gripper shoe (4); Described gripper shoe (4) is fixed on seat board (2) sidepiece, and its anchoring lower ends is in base plate (1) upper surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520847472.0U CN205134737U (en) | 2015-10-28 | 2015-10-28 | Steel stand with elevation self compensating column base structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520847472.0U CN205134737U (en) | 2015-10-28 | 2015-10-28 | Steel stand with elevation self compensating column base structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205134737U true CN205134737U (en) | 2016-04-06 |
Family
ID=55620544
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520847472.0U Active CN205134737U (en) | 2015-10-28 | 2015-10-28 | Steel stand with elevation self compensating column base structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205134737U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107989192A (en) * | 2017-12-29 | 2018-05-04 | 广东象博生态科技有限公司 | One kind combination column |
-
2015
- 2015-10-28 CN CN201520847472.0U patent/CN205134737U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107989192A (en) * | 2017-12-29 | 2018-05-04 | 广东象博生态科技有限公司 | One kind combination column |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102561712B (en) | Precise positioning frame for large steel columns and equipment foundation fixing bolts and construction method of precise positioning frame | |
| CN103437279B (en) | Overhead cast-in-place box compression struts and construction technology thereof | |
| CN110722318A (en) | Precise adjustable steel truss assembling jig frame and assembling method | |
| CN208219413U (en) | A kind of bridge pad pinner adjustable template device | |
| CN102979108B (en) | For locating the location stock of crab-bolt group | |
| CN203855874U (en) | Elevation control bracket for subgrade and pavement | |
| CN209760787U (en) | post-cast strip supporting structure capable of being used in turnover mode | |
| CN205134737U (en) | Steel stand with elevation self compensating column base structure | |
| CN209799167U (en) | Pre-buried column base reinforcing system | |
| CN110670734A (en) | Fixing device for pre-buried steel plate under shock insulation support and construction method thereof | |
| CN214737333U (en) | Detachable adjustable type embedded main reinforcement positioning device for prefabricated pier stud bridge bearing platform | |
| CN201423398Y (en) | Steel moulding plate shaping machine | |
| CN212384891U (en) | Accurate adjustable steel truss assembles bed-jig | |
| CN207499166U (en) | The locating support of built-in fitting | |
| CN204624885U (en) | A kind of standard knot support chassis of elevator | |
| CN209636639U (en) | A kind of cast-in-situ formwork for bridge construction | |
| CN104499435B (en) | Bracket for mounting self-anchored cable-stayed bridge cable-stayed saddle base | |
| CN214883824U (en) | Pre-leveling tower foundation | |
| CN201770940U (en) | Mounting structure for lower load bearing plate of steel box tower with spatial variable cross section | |
| CN206001411U (en) | A kind of adjustable light pole base apparatuses | |
| CN206015539U (en) | A kind of beret truss assembled culvert support for shuttering | |
| CN214719382U (en) | Vertical rolling mill frame foundation embedded part mounting device | |
| CN210369357U (en) | Rag bolt suspends accurate positioning device in midair | |
| CN204418027U (en) | A kind of bracket of the cable saddle floor installation that falls apart for self-anchored suspension bridge | |
| CN210621745U (en) | Foundation bolt fixing frame assembly |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |