CN202559293U - Steel-hoop bidirectional suspending support system - Google Patents
Steel-hoop bidirectional suspending support system Download PDFInfo
- Publication number
- CN202559293U CN202559293U CN2012201534939U CN201220153493U CN202559293U CN 202559293 U CN202559293 U CN 202559293U CN 2012201534939 U CN2012201534939 U CN 2012201534939U CN 201220153493 U CN201220153493 U CN 201220153493U CN 202559293 U CN202559293 U CN 202559293U
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- support system
- main bearing
- steel hoop
- bearing beam
- steel
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Abstract
The utility model discloses a steel-hoop bidirectional suspending support system. The system comprises a steel hoop fixedly installed on a stand column, a lateral support system and a longitudinal support system. Two sides of the steel hoop are provided with load-bearing wing plates. The lateral support system comprises two lateral load-bearing girders erected on the load-bearing wing plates, elevation adjustment equipment I which is arranged on the lateral load-bearing girders and is extended upwardly, a distribution girder I which is arranged on the elevation adjustment equipment I and stretches across the two lateral load-bearing girders and a girder body template I arranged on the distribution girder I. The longitudinal support system comprises two longitudinal load-bearing girders which are erected on the lateral load-bearing girders and are vertical to the lateral load-bearing girders, a distribution girder II which is arranged on the longitudinal load-bearing girders and stretches across the two longitudinal load-bearing girders and a girder body template II arranged on the distribution girder II. The system of the utility model has no requirement to a geological condition and an erection height. Simultaneously, the structure of the utility model is light and portable. Processing and manufacturing are simple. By using the system of the utility model, construction cost is reduced and a construction progress is speeded up.
Description
Technical field
The utility model relates to a kind of support system of girder system structure form concrete, is specifically related to the two-way unsettled support system of a kind of steel hoop.
Background technology
A high stake vertivcal quay structure mainly is the basis with the pile foundation, and the frame construction that supports with column and contact in length and breadth is as substructure, with crossbeam, rail beam and panel as superstructure.In high stake vertivcal quay construction; The security reliability of the support system of lower beam architecture form concrete is the emphasis construction technology of whole programming of relation and safety; The full hall of tradition scaffold support system exists security reliability and economy, the many-sided deficiency of quality in high stake vertivcal quay construction: the one, need to consume a large amount of supporting rods, fastener, annex and manual work, and time-consuming, the 2nd, full hall scaffold is high to the foundation requirement; The harbour construction all is in along the river; Mostly foundation is the soft base of low bearing capacity, and the treatment of soft foundation expense can't be estimated especially, simultaneously; When the harbour water level significantly changes, not possesses the condition of setting up full hall scaffold.
Therefore, need a kind of novel support system of design, make it low, should not adopt situation such as support method, reduce construction cost simultaneously, accelerating construction progress adaptable across soft foundation area, bearing capacity of foundation soil difference and the construction of paddling to the ground requirement for bearing capacity.
Summary of the invention
In view of this; The utility model provides a kind of steel hoop two-way unsettled support system, and is low to the ground requirement for bearing capacity, should not adopt situation such as support method adaptable across soft foundation area, bearing capacity of foundation soil difference and the construction of paddling; Reduce construction cost simultaneously, accelerating construction progress.
The two-way unsettled support system of the steel hoop of the utility model comprises the steel hoop, lateral support system and the longitudinal bracing system that are fixedly installed on the column; Said steel hoop both sides are provided with the load-bearing wing plate; Said lateral support system comprises two horizontal main bearing beam being erected on the load-bearing wing plate, be arranged on the horizontal main bearing beam and upwardly extending elevation adjusting device I, be arranged on the elevation adjusting device I and across the distribution beam I of two horizontal main bearing beam and be arranged on the beam phantom plate I on the distribution beam I; Said longitudinal bracing system comprises and is erected on the horizontal main bearing beam and two the vertical main bearing beam vertical with horizontal main bearing beam, is arranged on vertical main bearing beam and across the distribution beam II of two vertical main bearing beam and be arranged on the beam phantom plate II on the distribution beam II.
Further, said beam phantom plate I comprises bed die I and side form I, and said beam phantom plate II comprises bed die II and side form II;
Further, stretch out outside two horizontal main bearing beam at said distribution beam I two ends, and distribution beam I two ends are provided with the guardrail I, and stretch out outside two vertical main bearing beam at said distribution beam II two ends, and distribution beam II two ends are provided with the guardrail II;
Further, between said two horizontal main bearing beam and between two vertical main bearing beam Screw arbor with nut at both-ends is set respectively and fixes;
Further, said longitudinal bracing system comprises also and is arranged on vertical main bearing beam and upwardly extending elevation adjusting device II that said distribution beam II is arranged on the elevation adjusting device II;
Further; Said horizontal main bearing beam is i iron with vertical main bearing beam; Said distribution beam I and distribution beam II are the channel-section steel or the lumps of wood, and said elevation adjusting device I and elevation adjusting device II are formed with the jacking that is arranged on ability up-down adjustment on the steel pipe by the steel pipe that is fixed on the i iron;
Further, said steel hoop is formed by connecting with bolt two semicircle anchor ears;
Further, the semicircle girth of said semicircle anchor ear is less than the semicircle girth of the column that steel hoop is installed;
Further, the medial surface of said semicircle anchor ear is provided with one deck rubber pad.
The beneficial effect of the utility model is: the utility model fixedly mounts steel hoop as the strong point on the column of constructing, on the load-bearing wing plate of steel hoop both sides, set up lateral support system and longitudinal bracing system, forms a unsettled two-way support system; Therefore, the two-way unsettled support system of the steel hoop of the utility model should not adopt situation such as support method to geological conditions, antenna height no requirement (NR) adaptable across soft foundation area, bearing capacity of foundation soil difference and the construction of paddling; Simultaneously, the utility model structure is light, and processing and fabricating is simple, and is with low cost, reduced construction cost, saved circulation material, accelerated construction speed.
The safety of the utility model, economy, operability; It is had broad application prospects in the construction of the high pile framing formula of large water-head harbour bottom girder system; Especially constructing in the inland river that receives to influence flood season, after the first floor framework is accomplished, in time support system is translated into the second layer; Threatened by flood, significantly reduced the loss that brings because of the water level influence.
Description of drawings
For the purpose, technical scheme and the advantage that make the utility model is clearer, will combine accompanying drawing that the utility model is done further to describe in detail below, wherein:
Fig. 1 is the structural representation of lateral support system in the utility model;
Fig. 2 is the structural representation of longitudinal bracing system in the utility model.
The specific embodiment
Below will be with reference to accompanying drawing, the preferred embodiment of the utility model is carried out detailed description.
Fig. 1 is the structural representation of lateral support system in the utility model; Fig. 2 is the structural representation of longitudinal bracing system in the utility model; As shown in the figure; The two-way unsettled support system of the steel hoop of the utility model comprises the steel hoop 2, lateral support system and the longitudinal bracing system that are fixedly installed on the column 1; Said steel hoop 2 both sides are provided with load-bearing wing plate 3; Said lateral support system comprises the horizontal main bearing beam of two of being erected on the load-bearing wing plate 34, be arranged on the horizontal main bearing beam 4 and upwardly extending elevation adjusting device I 5, be arranged on the elevation adjusting device I 5 and across the distribution beam I 6 of two horizontal main bearing beam 4 and be arranged on the beam phantom plate I on the distribution beam I 6; Said longitudinal bracing system comprises and is erected on the horizontal main bearing beam 4 and vertical with horizontal main bearing beam 4 two vertical main bearing beam 7, is arranged on vertical main bearing beam 7 and across the distribution beam II 8 of two vertical main bearing beam 7 and be arranged on the beam phantom plate II on the distribution beam II 8; Steel hoop 2 sets up lateral support system and longitudinal bracing system as the strong point on the load-bearing wing plate 3 of steel hoop 2 both sides, form a unsettled two-way support system.
In the present embodiment, said beam phantom plate I comprises bed die I 9 and side form I 10, and said beam phantom plate II comprises bed die II 11 and side form II 12.
In the present embodiment, stretch out outside two horizontal main bearing beam 4 at said distribution beam I 6 two ends, and distribution beam I 6 two ends are provided with guardrail I 13, and stretch out outside two vertical main bearing beam 7 at said distribution beam II 8 two ends, and distribution beam II 8 two ends are provided with guardrail II 14.
In the present embodiment, between said two horizontal main bearing beam 4 and between two vertical main bearing beam 7 Screw arbor with nut at both-ends is set respectively and fixes (not drawing among the figure); Screw arbor with nut at both-ends is to drawing, and purpose is not allow it to turn on one's side, to guarantee handling safety.
In the present embodiment, said longitudinal bracing system comprises also and is arranged on vertical main bearing beam 7 and upwardly extending elevation adjusting device II 15 that said distribution beam II 8 is arranged on the elevation adjusting device II 15; Because vertically main bearing beam 7 is erected on the horizontal main bearing beam 4, causes two-way support system not on an elevation plane, therefore elevation adjusting device I 5 is set regulates the elevation of bed die I 9; Regulate the elevation of bed die II 11 and elevation adjusting device II 15 further is set, then be convenient to more two-way support system is adjusted on the same elevation plane; In addition, elevation adjusting device I 5 and elevation adjusting device II 15 also are convenient to the dismounting of bed die I 9 and bed die II 11.
In the present embodiment; Said horizontal main bearing beam 4 is i iron with vertical main bearing beam 7; Said distribution beam I 6 is the channel-section steel or the lumps of wood with distribution beam II 8, and said elevation adjusting device I 5 is formed with the jacking that is arranged on ability up-down adjustment on the steel pipe by the steel pipe that is fixed on the i iron with elevation adjusting device II 15; The length of i iron must not be shorter than column 1 center to center distance, and is also unsuitable oversize, generally is advisable than the big 10～100cm of column 1 center to center distance, generally surpasses column 1 center 30～50cm.
In the present embodiment, said steel hoop 2 is formed by connecting with bolt two semicircle anchor ears.
In the present embodiment, the semicircle girth of said semicircle anchor ear is less than the semicircle girth of the column 1 that steel hoop 2 is installed; With after guaranteeing between the two semicircle anchor ears to connect with high-strength bolt can with column 1 extruding closely.
In the present embodiment, the medial surface of said semicircle anchor ear is provided with one deck rubber pad; Rubber pad is used to improve the frictional force of 2 of column 1 and steel hoops; Whole loads of two-way support system support by steel hoop 2; This load bears by the steel hoop 2 and the frictional force of having constructed between the column 1; The size of frictional force is a key of confirming whether steel hoop 2 can be used safely, before steel hoop 2 comes into operation, must after the frictional force pass the test, can use.
The work progress of the two-way unsettled support system of steel hoop of the utility model is:
Simple and easy scaffold building when not possessing simple and easy scaffold building condition (or install small-sized operating platform) → the confirm horizontal main bearing beam 4 of steel hoop 2 positions → installation steel hoop 2 → installation and vertical main bearing beam 7 → installations distribution beam I 6 and distribution beam II 8 → bullets beam axis and check → lay bed die I 9 with bed die II 11 and fix → beam at the bottom of arch camber → bundle beam muscle → lay side form I 10 and side form II 12 → check physical dimension, absolute altitude, position → examination → concreting.
Explanation is at last; Above embodiment is only unrestricted in order to the technical scheme of explanation the utility model; Although the preferred embodiment through with reference to the utility model is described the utility model; But those of ordinary skill in the art should be appreciated that and can make various changes to it in form with on the details, and the spirit and the scope of the utility model that does not depart from appended claims and limited.
Claims (9)
1. the two-way unsettled support system of steel hoop is characterized in that: comprise the steel hoop (2), lateral support system and the longitudinal bracing system that are fixedly installed on the column (1); Said steel hoop (2) both sides are provided with load-bearing wing plate (3); Said lateral support system comprises two horizontal main bearing beam (4) of being erected on the load-bearing wing plate (3), be arranged on that horizontal main bearing beam (4) goes up and upwardly extending elevation adjusting device I (5), be arranged on that elevation adjusting device I (5) goes up and across the distribution beam I (6) of two horizontal main bearing beam (4) and be arranged on the beam phantom plate I on the distribution beam I (6); Said longitudinal bracing system comprises and is erected at that horizontal main bearing beam (4) goes up and two vertical main bearing beam (7) vertical with horizontal main bearing beam (4), is arranged on that vertical main bearing beam (7) goes up and across the distribution beam II (8) of two vertical main bearing beam (7) and be arranged on the beam phantom plate II on the distribution beam II (8).
2. the two-way unsettled support system of steel hoop according to claim 1 is characterized in that: said beam phantom plate I comprises bed die I (9) and side form I (10), and said beam phantom plate II comprises bed die II (11) and side form II (12).
3. the two-way unsettled support system of steel hoop according to claim 1; It is characterized in that: stretch out outside two horizontal main bearing beam (4) at said distribution beam I (6) two ends; And distribution beam I (6) two ends are provided with guardrail I (13); Stretch out outside two vertical main bearing beam (7) at said distribution beam II (8) two ends, and distribution beam II (8) two ends are provided with guardrail II (14).
4. the two-way unsettled support system of steel hoop according to claim 1 is characterized in that: between said two horizontal main bearing beam (4) and between two vertical main bearing beam (7) Screw arbor with nut at both-ends is set respectively and fixes.
5. the two-way unsettled support system of steel hoop according to claim 1; It is characterized in that: said longitudinal bracing system comprises that also being arranged on vertical main bearing beam (7) goes up and upwardly extending elevation adjusting device II (15), and said distribution beam II (8) is arranged on the elevation adjusting device II (15).
6. the two-way unsettled support system of steel hoop according to claim 5; It is characterized in that: said horizontal main bearing beam (4) and vertical main bearing beam (7) are i iron; Said distribution beam I (6) and distribution beam II (8) are the channel-section steel or the lumps of wood, and said elevation adjusting device I (5) and elevation adjusting device II (15) are formed with the jacking that is arranged on ability up-down adjustment on the steel pipe by the steel pipe that is fixed on the i iron.
7. according to the two-way unsettled support system of any described steel hoop of claim 1 to 6, it is characterized in that: said steel hoop (2) is formed by connecting with bolt two semicircle anchor ears.
8. the two-way unsettled support system of steel hoop according to claim 7 is characterized in that: the semicircle girth of said semicircle anchor ear is less than the semicircle girth of the column (1) that steel hoop (2) is installed.
9. the two-way unsettled support system of steel hoop according to claim 8, it is characterized in that: the medial surface of said semicircle anchor ear is provided with one deck rubber pad.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012201534939U CN202559293U (en) | 2012-04-12 | 2012-04-12 | Steel-hoop bidirectional suspending support system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012201534939U CN202559293U (en) | 2012-04-12 | 2012-04-12 | Steel-hoop bidirectional suspending support system |
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| Publication Number | Publication Date |
|---|---|
| CN202559293U true CN202559293U (en) | 2012-11-28 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012201534939U Expired - Fee Related CN202559293U (en) | 2012-04-12 | 2012-04-12 | Steel-hoop bidirectional suspending support system |
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| Country | Link |
|---|---|
| CN (1) | CN202559293U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102605741A (en) * | 2012-04-12 | 2012-07-25 | 长江重庆航道工程局 | Bidirectional suspension support system with steel hoop |
-
2012
- 2012-04-12 CN CN2012201534939U patent/CN202559293U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102605741A (en) * | 2012-04-12 | 2012-07-25 | 长江重庆航道工程局 | Bidirectional suspension support system with steel hoop |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121128 Termination date: 20180412 |