CN204919563U - A gallows that is used for at anti sea anchor pole assembly of indoor location - Google Patents
A gallows that is used for at anti sea anchor pole assembly of indoor location Download PDFInfo
- Publication number
- CN204919563U CN204919563U CN201520677948.0U CN201520677948U CN204919563U CN 204919563 U CN204919563 U CN 204919563U CN 201520677948 U CN201520677948 U CN 201520677948U CN 204919563 U CN204919563 U CN 204919563U
- Authority
- CN
- China
- Prior art keywords
- chassis
- anchor pole
- welded
- wire rope
- anchor
- 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
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a gallows that is used for at anti sea anchor pole assembly of indoor location, it includes chassis (7), stand (10), roof -rack (11) and wire rope (12), before installing on roof -rack (11) protruding fixed pulley in chassis (7) (13), be equipped with ballast piece (14) that prevent to topple on chassis (7), be fixed with one anchor beam (15) on chassis (7), wire rope (12) front end is fixed with the lifting hook, wire rope (12) are walked around fixed pulley (13) and anchor beam (15) back in the past backward in proper order and are tightened up fixedly by cable head head (17), rotatable install gyro wheel (18) are gone up in chassis (7). This gallows can be less than that the assembly is whole installs anti sea anchor pole assembly when high at the floor height of the interior space.
Description
Technical field
The utility model relates to the construction technology of the anti-float anchor rod in field of civil engineering, is specifically a kind of for the complementary suspension bracket at indoor location anti-float anchor rod assembly.
Background technology
During prior art construction anti-float anchor rod, need, with rope, slurry pouch and the first Grouting Pipe of hard, the second Grouting Pipe of hard and anchor pole muscle are bundled into assembly, beat bolthole again and assembly entirety is put into hole, then carrying out secondary grouting through two Grouting Pipe respectively.
But find in practice of construction process, there is a technical barrier in above-mentioned construction method, there is huge limitation in the method, namely need when the interior space constructs this anti-float anchor rod, find that the floor height of the interior space is limited, and the length of the assembly of anti-float anchor rod is generally greater than floor height, floor height as the underground space is generally about 4m, and the length of assembly length i.e. anti-float anchor rod is often beyond 20m, like this, assembly vertically cannot put into bolthole at all.So, just result in and often cannot to construct above-mentioned anti-float anchor rod in the interior space.
Install to overcome assembly the technical barrier being subject to floor height limitation, also someone proposes the imagination utilizing scaffold segmented assembly assembly.Namely near bolthole, set up scaffold, wire rope upper end is connected to scaffold top, wire rope lower end suspends the anchor pole muscle segmentation of firmly sinking in bolthole in midair, then bolthole welded top the preceding paragraph anchor pole muscle again segmentation transfer to the primary prospect in bolthole.But this imagination still exists larger defect: first, being connected through fastener by each steel pipe post, steel pipe crossbeam of scaffold, large, the assembled process speed of the consumable quantity of its steel pipe and fastener is slow, workload is large, efficiency is low; And this scaffold can tie up bolthole aperture, tie up the operating space that workman carries out splicing the preceding paragraph anchor pole muscle; Moreover even if after the assembly in this bolthole spliced, when needing next bolthole construction, the scaffold that needs again to dismantle sets up scaffold again at next bolthole again, further increases workload, lowers efficiency further, dragged slowly speed.And more crucially, above-mentioned imagination is only the splicing completing anchor pole muscle, as how installing slurry pouch, how docking the problems such as hard Grouting Pipe and all cannot solve.
Utility model content
The technical problems to be solved in the utility model is, for the suspension bracket at indoor location anti-float anchor rod assembly when providing a kind of floor height in the interior space to be less than assembly whole height.
Technical solution of the present utility model is, there is provided a kind of for the suspension bracket at indoor location anti-float anchor rod assembly, it comprises chassis, column, upper frame and wire rope, upper frame is provided with lordosis in the fixed pulley on chassis, chassis is provided with the saddle weight preventing from toppling, chassis is fixed with an anchor beam, wire rope front end is fixed with suspension hook, tightens up fixing after wire rope walks around fixed pulley and anchor beam from front to back successively by wire clips head; Chassis is rotatably provided with roller.
Utilize this suspension bracket in the construction method of indoor location anti-float anchor rod assembly, its step comprises:
A, the suspension bracket made is moved to bolthole position, make the wire rope overhang from fixed pulley be positioned at directly over bolthole;
B, chock is encased inside suspension bracket chassis below to prevent roller from rolling;
C, prepare the inner thread sleeve in many two end band externally threaded anchor pole muscle segmentations and multiple TBE (threaded both ends) hole, and every root anchor pole muscle segmentation upper end is screwed in the lower screwed hole of an inner thread sleeve;
D, hitch the segmentation of first anchor pole muscle with a rope sling and this rope sling is hooked on the suspension hook of suspension bracket, then pull wire rope to make the lower end of this anchor pole muscle segmentation be positioned at the aperture of bolthole, recycling wire clips head tightens up fixing wire rope tail end and makes the segmentation of first anchor pole muscle remain on this height;
E, the lower end of the first Grouting Pipe lower end of flexibility, the second flexible Grouting Pipe lower end and the segmentation of first anchor pole muscle is inserted into the bottom of slurry pouch, and with rope, the first Grouting Pipe lower end, the second Grouting Pipe lower end and slurry pouch bottom colligation are restrainted tail band in the bottom of first anchor pole muscle segmentation to be formed, now, the slurry pouch of restrainting more than tail band is buckle condition of crispaturaing;
F, unclamp the wire clips head of wire rope tail end, the segmentation of slow decline first anchor pole muscle, this anchor pole muscle segmentation can drive the first Grouting Pipe, the second Grouting Pipe and slurry pouch to sink to bolthole, in sinking watching, slurry pouch upper part is fixed on the aperture of bolthole, and starches pouch lower part and can be stretched gradually from buckle condition of crispaturaing and sink to bolthole;
G, when the upper end of this anchor pole muscle segmentation arrives the aperture of bolthole, cinch cord dop, the anchor pole muscle segmentation of last layer is screwed in the upper screwed hole of the inner thread sleeve of the upper end of this anchor pole muscle segmentation, then the anchor pole muscle segmentation of last layer is hitched with another rope sling, and with a horizontal steel bar through the rope sling of lower one deck and the aperture this horizontal steel bar being stuck in bolthole drop to prevent this anchor pole muscle segmentation, and suspension hook is taken off the rope sling catching on last layer again from the rope sling of lower one deck, then take horizontal steel bar away, subsequently loosen wire clips head and continue to sink;
H, when the upper end of the anchor pole muscle segmentation of last layer arrives the aperture of bolthole, cinch cord dop, in the upper screwed hole of the inner thread sleeve of the upper end of this anchor pole muscle segmentation, screw in again the anchor pole muscle segmentation of last layer and fasten again the rope sling of the anchor pole muscle segmentation of last layer, and the rope sling of lower one deck is passed with a horizontal steel bar, again suspension hook is taken off the rope sling catching on last layer again from the rope sling of lower one deck, then take horizontal steel bar away, subsequently loosen wire clips head and continue to sink;
I, repetition step h, until the top of the superiors anchor pole muscle segmentation sinks to arriving the aperture of bolthole, cinch cord dop, with rope by the first Grouting Pipe upper end, the second Grouting Pipe upper end and slurry the colligation of pouch top in the upper end of the anchor pole muscle segmentation of the superiors to form bunchy top band.
The utility model for the suspension bracket at indoor location anti-float anchor rod assembly compared with prior art, has the following advantages and effect:
First, the fixed pulley lordosis design of this suspension bracket, has vacateed the position in the aperture of bolthole, has docked the segmentation of anchor pole muscle and colligation Grouting Pipe etc. leave operating space to workman; Secondly, this suspension bracket is prefabricated, and can integrated moveable, and like this, this suspension bracket can recycle, and often need not construct and once just set up once, thus shorten the duration, accelerate speed, improve efficiency; And, the anchor pole muscle segmentation docking of the creationary proposition hard of the program, and fix and the curling fold in top with anchor pole muscle segmentation colligation bottom the slurry pouch of flexibility, wear the technical scheme of the trousers the same slurry of the decline along with the segmentation of anchor pole muscle pouch natural drawing with people, solve the problem of the Grouting Pipe of assembly, assembling such as complex component such as slurry pouch, the segmentation of anchor pole muscle etc.; Under the comprehensive function of above-mentioned multiple positive factor, the perfection that art is good for strength solves assembly length and is greater than floor height, the technical barrier cannot constructed in indoor.
As improvement, chassis is the frame structure be welded by two, left and right channel-section steel longeron, end front-axle beam and the end back rest, and anchor beam two ends are welded on the rear portion of the upper flange of two channel-section steel longerons respectively; Column is two, left and right, and every root post is welded on the front portion of the upper flange of the channel-section steel longeron of homonymy, is provided with reinforcing diagonal brace between the channel-section steel longeron of every root post and homonymy, the horizontal waist rail reinforcement of weld in one, stage casing of two root posts; Upper frame is made up of two, left and right tripod and a back timber, the hypotenuse level of each tripod and each tripod are welded on the top of the column of homonymy, back timber two ends are welded with two tripods respectively, fixed pulley is arranged on back timber, like this, this structure stress is more reasonable, while saving material, ensure that strength and stability degree.
Accompanying drawing explanation
Fig. 1 is that the utility model faces structural representation for the suspension bracket at indoor location anti-float anchor rod assembly.
Fig. 2 is the side-looking structural representation of the utility model for the suspension bracket at indoor location anti-float anchor rod assembly.
Fig. 3 is the utility model for facing structural representation when the suspension bracket construction of indoor location anti-float anchor rod assembly.
Fig. 4 is the utility model for facing structural representation after indoor location anti-float anchor rod assembly is arranged on bolthole
1, first Grouting Pipe shown in figure, the 2, second Grouting Pipe, 3, anchor pole muscle, 3.1, anchor pole muscle segmentation, 4, slurry pouch, 5, rope sling, 6, inner thread sleeve, 7, chassis, 7.1, channel-section steel longeron, 7.2, end front-axle beam, 7.3, the end back rest, 8, bunchy top band, 9, tail band is restrainted, 10, column, 11, upper frame, 11.1, tripod, 11.2, back timber, 12, wire rope, 13, fixed pulley, 14, saddle weight, 15, anchor beam, 16, suspension hook, 17, wire clips head, 18, roller, 19, diagonal brace, 20, waist rail, 21, chock.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
As shown in Figure 1, Figure 2, Figure 3, Figure 4, the utility model is used for the suspension bracket at indoor location anti-float anchor rod assembly, and it comprises chassis 7, column 10, upper frame 11 and wire rope 12.
Chassis 7 is the frame structure be welded by two, left and right channel-section steel longeron 7.1, end front-axle beam 7.2 and the end back rest 7.3.Chassis 7 is provided with anchor beam 15 and the saddle weight 14 preventing from toppling.Anchor beam 15 two ends are welded on the rear portion of the upper flange of two channel-section steel longerons 7.1 respectively.Chassis 7 is rotatably provided with four rolling 18.All two ends evagination is in two channel-section steel longerons 7.1 for end front-axle beam 7.2 and the end back rest 7.3, and four rolling 18 is arranged on the concave portion at end front-axle beam 7.2 two ends and the end back rest 7.3 two ends respectively.
Column 10 is two, left and right, and every root post 10 is welded on the front portion of the upper flange of the channel-section steel longeron 7.1 of homonymy.Be provided with between every root post 10 and the channel-section steel longeron 7.1 of homonymy and reinforce diagonal brace 19, namely the two ends of diagonal brace 19 are welded with column 10 and channel-section steel longeron 7.1 respectively.Horizontal waist rail 20 reinforcement of weld in one, stage casing of two root posts 10, namely the two ends of waist rail 20 are welded and fixed with the stage casing of two root posts 10 respectively.
Upper frame 11 is provided with lordosis in the fixed pulley 13 on chassis 7, specifically, upper frame 11 is made up of two, left and right tripod 11.1 and a back timber 11.2, the hypotenuse level of each tripod 11.1 and the hypotenuse of each tripod 11.1 are welded on the top of the column 10 of homonymy, specifically, tripod 11.1 is right-angled triangle, and the hypotenuse of tripod 11.1 is level, and the hypotenuse of tripod 11.1 is welded on column 10 top.Back timber 11.2 two ends are welded with the front end of two tripod 11.1 hypotenuses respectively, and fixed pulley 13 is arranged on the below of back timber 11.2.
Wire rope 12 front end is fixed with suspension hook 16, and wire rope 12 tightens up fixing by wire clips head 17 after walking around fixed pulley 13 and anchor beam 15 from front to back successively.
As shown in Figure 1, Figure 2, Figure 3, Figure 4, utilize the utility model suspension bracket in the construction method of indoor location anti-float anchor rod assembly, its step is as follows.
A, the suspension bracket made is moved to bolthole position, the wire rope 12 overhang from fixed pulley 13 is positioned at directly over bolthole.
B, chock 21 is encased inside suspension bracket chassis 7 below to prevent roller 18 from rolling.
C, prepare the inner thread sleeve 6 in many two end band externally threaded anchor pole muscle segmentation 3.1 and multiple TBE (threaded both ends) hole, and every root anchor pole muscle segmentation 3.1 upper end is screwed in the lower screwed hole of an inner thread sleeve 6.
D, hitch first anchor pole muscle segmentation 3.1 with a rope sling 5 and this rope sling 5 is hooked on the suspension hook 16 of suspension bracket, the anchor pole muscle segmentation 3.1 that hitched by rope sling 5 described in this embodiment all refers to, rope sling 5 is hitched the step surface between inner thread sleeve 6 that this anchor pole muscle segmentation 3.1 and anchor pole muscle segmentation 3.1 upper end screw.Then pull wire rope 12 to make the lower end of this anchor pole muscle segmentation 3.1 be positioned at the aperture of bolthole, recycling wire clips head 17 tightens up fixing wire rope 12 tail end and makes the first anchor pole muscle segmentation 3.1 remain on this height.
E, the lower end of the first Grouting Pipe 1 lower end of flexibility, the second flexible Grouting Pipe 2 lower end and first anchor pole muscle segmentation 3.1 is inserted into the bottom of slurry pouch 4, and with rope, the first Grouting Pipe 1 lower end, the second Grouting Pipe 2 lower end and the bottom colligation of slurry pouch 4 are restrainted tail band 9 in the bottom of first anchor pole muscle segmentation 3.1 to be formed, now, the slurry pouch 4 of restrainting tail band more than 9 is buckle condition of crispaturaing.
F, unclamp the wire clips head 17 of wire rope 12 tail end, slow decline first anchor pole muscle segmentation 3.1, this anchor pole muscle segmentation 3.1 can drive the first Grouting Pipe 1, second Grouting Pipe 2 and slurry pouch 4 to sink to bolthole, in sinking watching, aperture such as the workman that slurry pouch 4 upper part is fixed on bolthole is hand-pulled, and starches pouch 4 lower part and can be stretched gradually from buckle condition of crispaturaing and sink to bolthole.
G, when the upper end of this anchor pole muscle segmentation 3.1 arrives the aperture of bolthole, cinch cord dop 17, the anchor pole muscle segmentation 3.1 of last layer is screwed in the upper screwed hole of the inner thread sleeve 6 of the upper end of this anchor pole muscle segmentation 3.1, then the anchor pole muscle segmentation 3.1 of last layer is hitched with another rope sling 5, and with a horizontal steel bar through the rope sling 5 of lower one deck, the rope sling 5 of lower one deck be exactly now upper end be positioned at the rope sling 5 that section of anchor pole muscle segmentation 3.1 in bolthole aperture hitches.Suspension hook 16 is taken off the rope sling 5 catching on last layer again from the rope sling 5 of lower one deck, suspension hook 16 is changed in the process of rope sling 5 again, and the aperture that horizontal steel bar is stuck in bolthole prevents anchor pole muscle segmentation 3.1 from dropping.Suspension hook 16 takes horizontal steel bar away after having replaced rope sling 5, subsequently loosens wire clips head 17 and continues to sink.
H, when the upper end of the anchor pole muscle segmentation 3.1 of last layer arrives the aperture of bolthole, cinch cord dop 17, in the upper screwed hole of the inner thread sleeve 6 of the upper end of this anchor pole muscle segmentation 3.1, screw in again the anchor pole muscle segmentation 3.1 of last layer and fasten again the rope sling 5 of the anchor pole muscle segmentation 3.1 of last layer, and the rope sling 5 of lower one deck is passed with a horizontal steel bar, again suspension hook is taken off the rope sling 5 catching on last layer again from the rope sling 5 of lower one deck, then take horizontal steel bar away, subsequently loosen wire clips head 17 and continue to sink.
I, repetition step h, until the top of the superiors anchor pole muscle segmentation 3.1 sinks to arriving the aperture of bolthole, cinch cord dop 17, with rope by the first Grouting Pipe 1 upper end, the second Grouting Pipe 2 upper end and slurry pouch 4 top colligation in the upper end of the anchor pole muscle segmentation 3.1 of the superiors to form bunchy top band 8.
Now, anti-float anchor rod assembly has just been installed in bolthole completely; Again through the first Grouting Pipe 1 pressure injection first cement mortar, then through the second Grouting Pipe 2 pressure injection cement paste again, after twice slip casting, can also carry out stretch-draw with the top of the anchor pole muscle segmentation 3.1 of jack pair anchor pole muscle 3 top i.e. the superiors, stretch-draw terminates rear locking anchor pole muscle 3.
Claims (2)
1. one kind for the suspension bracket at indoor location anti-float anchor rod assembly, it is characterized in that: it comprises chassis (7), column (10), upper frame (11) and wire rope (12), upper frame (11) is provided with lordosis in the fixed pulley (13) of chassis (7), chassis (7) is provided with the saddle weight (14) preventing from toppling, chassis (7) is fixed with an anchor beam (15), wire rope (12) front end is fixed with suspension hook (16), wire rope (12) tightens up fixing by wire clips head (17) after walking around fixed pulley (13) and anchor beam (15) from front to back successively, chassis (7) is rotatably provided with roller (18).
2. according to claim 1 for the suspension bracket at indoor location anti-float anchor rod assembly, it is characterized in that: chassis (7) are the frame structure be welded by two, left and right channel-section steel longeron (7.1), end front-axle beam (7.2) and the end back rest (7.3), and anchor beam (15) two ends are welded on the rear portion of the upper flange of two channel-section steel longerons (7.1) respectively; Column (10) is two, left and right, every root post (10) is welded on the front portion of the upper flange of the channel-section steel longeron (7.1) of homonymy, be provided with between the channel-section steel longeron (7.1) of every root post (10) and homonymy and reinforce diagonal brace (19), one, stage casing horizontal waist rail (20) reinforcement of weld of two root posts (10); Upper frame (11) is made up of two, left and right tripod (11.1) and a back timber (11.2), the hypotenuse level of each tripod (11.1) and each tripod (11.1) are welded on the top of the column (10) of homonymy, back timber (11.2) two ends are welded with two tripods (11.1) respectively, and fixed pulley (13) is arranged on back timber (11.2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520677948.0U CN204919563U (en) | 2015-09-02 | 2015-09-02 | A gallows that is used for at anti sea anchor pole assembly of indoor location |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520677948.0U CN204919563U (en) | 2015-09-02 | 2015-09-02 | A gallows that is used for at anti sea anchor pole assembly of indoor location |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204919563U true CN204919563U (en) | 2015-12-30 |
Family
ID=54968707
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520677948.0U Active CN204919563U (en) | 2015-09-02 | 2015-09-02 | A gallows that is used for at anti sea anchor pole assembly of indoor location |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204919563U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105089057A (en) * | 2015-09-02 | 2015-11-25 | 大荣建设集团有限公司 | Lifting frame and construction method used for installing anti-floating anchor assembly indoors |
-
2015
- 2015-09-02 CN CN201520677948.0U patent/CN204919563U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105089057A (en) * | 2015-09-02 | 2015-11-25 | 大荣建设集团有限公司 | Lifting frame and construction method used for installing anti-floating anchor assembly indoors |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105926916A (en) | Cable-stayed suspended combined supporting system and construction method based on intelligent monitoring | |
| CN105443871B (en) | A kind of new suspension and support and construction technology for the connection of horizontal multi-pipeline counterpart | |
| CN104110086B (en) | Suspen-shell structure and plane prestressed combined structure, tensioning tooling and construction method | |
| CN104975566B (en) | Apply the steel pipe support in cable-stayed bridge arch tower is constructed | |
| CN204098463U (en) | Builder's jack | |
| CN106150088A (en) | Large cantilever beam slab combined type formwork system and construction method | |
| CN110306774B (en) | Method and device for installing socket type cantilever scaffold | |
| CN109555300A (en) | A kind of builder's jack | |
| CN208899886U (en) | Cantilever frame platform | |
| CN103938854A (en) | Connection system of steel aluminum frame of steel aluminum frame formwork and keel | |
| CN204919563U (en) | A gallows that is used for at anti sea anchor pole assembly of indoor location | |
| CN102021997A (en) | Method for building platform at bottom of suspended scaffold | |
| CN209293474U (en) | A kind of support device that cantilevered structure falsework is shared with external scaffolding | |
| CN207244472U (en) | A kind of novel cantilever beam construction hanging basket advancing device | |
| CN109881585A (en) | A kind of assembly flow shop platform for high pier construction | |
| CN203487767U (en) | Cross plate scaffold | |
| CN103967508A (en) | Stretchable quick stress compensation type steel frame connection structure | |
| CN105089057A (en) | Lifting frame and construction method used for installing anti-floating anchor assembly indoors | |
| CN209585576U (en) | A kind of builder's jack | |
| CN107313786B (en) | Trolley trailer system | |
| CN204024097U (en) | Skin safety net bracing frame | |
| CN205777422U (en) | Encorbelment combined type support system based on intelligent monitoring oblique pull | |
| CN204079226U (en) | A kind of movable beam string hanging apparatus that can increase rigidity when tubular truss lifts | |
| CN203174507U (en) | Steel pipe arch suspender installation device | |
| CN109306870B (en) | Steel arch frame for whole support of tunnel full-section construction and support method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |