CN204626995U - A kind of bolt rapid fixing for terrace insulation - Google Patents
A kind of bolt rapid fixing for terrace insulation Download PDFInfo
- Publication number
- CN204626995U CN204626995U CN201520083276.0U CN201520083276U CN204626995U CN 204626995 U CN204626995 U CN 204626995U CN 201520083276 U CN201520083276 U CN 201520083276U CN 204626995 U CN204626995 U CN 204626995U
- Authority
- CN
- China
- Prior art keywords
- location
- bolt
- plate
- double orientation
- rapid fixing
- 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
- Road Paving Structures (AREA)
Abstract
The utility model relates to a kind of bolt rapid fixing for terrace insulation, is made up of, it is characterized in that double orientation plate combination cage and fixed support, uses fixed support rest below described double orientation plate combination cage.Described double orientation plate combination cage is made up of two pieces of location-plates and some reinforcing bars, welds some reinforcing bars and form between two pieces of location-plates.Affiliated fixed support is made up of two square steel and split heads.Nut accurately can be located bolt, and the utility model structure is simple, can be recycled, can carry out quick position to pre-buried bolt, construction precision is high, greatly improves efficiency of construction, thus improve the progress of whole Construction of Steel Structure, reduce Construction of Steel Structure cost.
Description
Technical field
The utility model belongs to the realm of building construction, relates to a kind of bolt rapid fixing for terrace insulation.
Background technology
Be incubated the state-of-the-art form of structure of employing at the bottom of cold storage floor and post, namely lay vapour-binding film and the thick XPS warming plate of 200mm on large base plate top, and bottom suspension column, adopt 250mm thick BASF insulation cushion block to carry out cold-prevention bridge heat preservation construction.Due to the existence of BASF insulation cushion block, exceed large base plate after bolt embedment and be about 430mm.
Pre-embedded bolt is the element task of Construction of Steel Structure, directly has influence on accuracy and the safety of subsequent construction, and this just requires, when installing pre-embedded bolt, to carry out measurement and positioning work.Many engineering pre-embedded bolt constructions all have employed various method to ensure the quality of products, but in large area rapid construction, requirement can carry out the pre-buried of bolt by quick position, and considers measure input cost, can be used as elder generation to circulate.
Current bolt embedment does support system according to the form design fixed support of bolt, and make the location that limit mold carries out bolt, is applicable to the construction condition that major part is conventional.There is following problem in usual fixed support and limit mold:
1, in implementing, workload is large, and construction slowly;
2, the colligation construction of baseplate reinforcing bar is unfavorable for;
3, the skew of bolt is easily caused in stirrup work progress;
4, measure material can not have enough to meet the need use after fixing, and causes the waste of auxiliary material.
Utility model content
The purpose of this utility model is to provide a kind of bolt rapid fixing for terrace insulation, can solve the quick positioning question of bolt, improve the installation effectiveness of bolt embedment, reduce auxiliary material input cost simultaneously.
The utility model adopts following technical proposals to realize:
For a bolt rapid fixing for terrace insulation, be made up of double orientation plate combination cage and fixed support, it is characterized in that, below described double orientation plate combination cage, use fixed support rest.
Described double orientation plate combination cage is made up of two pieces of location-plates and some reinforcing bars, welds some reinforcing bars and form between two pieces of location-plates.
The thickness that the location-plate on upper strata, the location-plate spacing of lower floor are incubated cushion block by terrace insulation layer and suspension column is determined.
The location-plate on upper strata, the location-plate of lower floor of described double orientation plate combination cage are provided with multiple locating hole, the diameter 2mm larger than the diameter of bolt of locating hole accordingly, and the locating hole of levels must overlap in upright projection.
Described fixed support is made up of two split heads and rest, described rest is two square steel, and the location-plate that two square steel combine the lower floor of cage with double orientation plate is respectively welded into a whole, and two square steel symmetries are placed, and in the middle of locating hole, two square steel two ends are placed on two split heads.
The reinforcement welding that described split heads is 14mm by diameter forms, and two split heads size absolute altitudes are consistent.
Be provided with hole in the middle of the location-plate on upper strata of described double orientation plate combination cage and the location-plate of lower floor, while guarantee Bolt to position hole strength, alleviate ring flat-plate weight, not only facilitate installation but also save material.
After the utility model is in place roughly, each bolt is penetrated respectively the locating hole of double orientation plate combination cage, establishing cross to divide center line by drawing at device top location-plate, carrying out fine setting centering with base plate original coordinates axis and locating; Adjustment fixed support is level, combining on cage, being then welded and fixed each bolt, guaranteeing firmly after determining bolt upper design absolute altitude with nut by being respectively bolted to double orientation plate.
Direct as " carrying a sedan " double orientation plate combination cage can be transferred directly to next group bolt bearing after one group of bolt welding fixedly completes, recycle, convenient and swift.
Finally be enclosed within fixing crab-bolt with the individual layer location-plate made, prevent the later stage to be out of shape.
As can be seen from above-mentioned the technical solution of the utility model, the utility model forms pre-embedded bolt location cover die used by being arranged on fixed support by double orientation plate combination cage, during construction, bolt is penetrated the locating hole of double orientation plate combination cage, its height is adjusted again with nut, then bolt welding is fixed, next place's construction can be moved on to.Achieve the quick position to bolt, thus when avoiding erection bolt, need first to measure and relocate complex installation process, inefficient problem, but also offer convenience for the construction of follow-up insulation cushion block and reinforcing bar, substantially increase the efficiency of construction of erection bolt, thus accelerate the progress of whole Construction of Steel Structure, reduce Construction of Steel Structure cost.
The advantage of this device:
1. it is convenient to make, and pattern is succinct;
2. pair special suspension column form provides and effectively locates fixation;
3. simple and easy fixing, easy to use;
4. the absolute altitude position fixing process adjustability of pair bolt is strong, can flexible Application in the location of different level, turnover usability is strong.
5. be applicable to having base plate insulation or bolt to exceed the engineering of the larger requirement of first concreting plane.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is fixed support schematic diagram of the present utility model;
Fig. 3 is double orientation plate of the present utility model combination cage schematic diagram;
Fig. 4 is the location-plate schematic diagram of the utility model double orientation plate combination cage.
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 combines cage by double orientation plate and fixed support forms, and uses fixed support rest below described double orientation plate combination cage; Described double orientation plate combination cage is made up of two pieces of location-plates 4 and some reinforcing bars 3, welds some reinforcing bars 3 and form between two pieces of location-plates 4; The thickness that the location-plate on upper strata, the location-plate spacing of lower floor are incubated cushion block by terrace insulation layer and suspension column is determined; The location-plate on upper strata, the location-plate of lower floor of described double orientation plate combination cage are provided with four locating holes 7 accordingly, the diameter 2mm larger than bolt 6 diameter of locating hole 7, and the locating hole 7 of levels must overlap in upright projection, hole 8 is provided with in the middle of the location-plate on upper strata and the location-plate of lower floor, while guarantee bolt positioning hole 7 intensity, alleviate ring flat-plate weight, not only facilitate installation but also save material; Described fixed support is made up of two split heads 1 and rest 2, described rest 2 is two square steel, and two square steel combine the lower floor of cage respectively location-plate 4 with double orientation plate is welded into a whole, and two square steel symmetries are placed, and in the middle of locating hole 7, two square steel two ends are placed on two split heads 1; The reinforcement welding that described split heads 1 is 14mm by diameter forms, and two split heads 1 size absolute altitudes are consistent.
Wherein, double orientation plate combination cage 4, by Q235B material, selects steel plate and reinforcing bar combination to be made.
During construction, after the utility model is in place roughly, four bolts 6 is penetrated respectively the locating hole 7 of double orientation plate combination cage, establishing cross to divide center line by drawing at device top location-plate, carrying out fine setting centering with base plate original coordinates axis and locating; Adjustment fixed support is level, is fixed on double orientation plate combination cage by each bolt 6, is then welded and fixed each bolt 6, guarantees firmly after determining bolt 6 upper design absolute altitude with nut 5.
Direct as " carrying a sedan " double orientation plate combination cage can be transferred directly to next group bolt bearing after one group of bolt welding fixedly completes, recycle, convenient and swift.
Finally be enclosed within fixing crab-bolt with the individual layer location-plate made, prevent the later stage to be out of shape.
As can be seen from above-mentioned the technical solution of the utility model, the utility model forms pre-embedded bolt location cover die used by being arranged on fixed support by double orientation plate combination cage, during construction, bolt is penetrated the locating hole of double orientation plate combination cage, its height is adjusted again with nut, then bolt welding is fixed, next place's construction can be moved on to.Achieve the quick position to bolt, thus when avoiding erection bolt, need first to measure and relocate complex installation process, inefficient problem, but also offer convenience for the construction of follow-up insulation cushion block and reinforcing bar, substantially increase the efficiency of construction of erection bolt.
Claims (7)
1. for a bolt rapid fixing for terrace insulation, be made up of double orientation plate combination cage and fixed support, it is characterized in that, below described double orientation plate combination cage, use fixed support rest.
2. as claimed in claim 1 for the bolt rapid fixing of terrace insulation, it is characterized in that, described double orientation plate combination cage is made up of two pieces of location-plates and some reinforcing bars, welds some reinforcing bars and form between two pieces of location-plates.
3. as claimed in claim 2 for the bolt rapid fixing of terrace insulation, it is characterized in that, the thickness that the location-plate on upper strata, the location-plate spacing of lower floor are incubated cushion block by terrace insulation layer and suspension column is determined.
4. as claimed in claim 3 for the bolt rapid fixing of terrace insulation, it is characterized in that, the location-plate on upper strata, the location-plate of lower floor of described double orientation plate combination cage are provided with multiple locating hole accordingly, the diameter 2mm larger than the diameter of bolt of locating hole, and the locating hole of levels must overlap in upright projection.
5. as claimed in claim 1 for the bolt rapid fixing of terrace insulation, it is characterized in that, described fixed support is made up of two split heads and rest, described rest is two square steel, the location-plate that two square steel combine the lower floor of cage with double orientation plate is respectively welded into a whole, two square steel symmetries are placed, and in the middle of locating hole, two square steel two ends are placed on two split heads.
6., as claimed in claim 5 for the bolt rapid fixing of terrace insulation, it is characterized in that, the reinforcement welding that described split heads is 14mm by diameter forms, and two split heads size absolute altitudes are consistent.
7. as claimed in claim 5 for the bolt rapid fixing of terrace insulation, it is characterized in that, in the middle of the location-plate on upper strata of described double orientation plate combination cage and the location-plate of lower floor, be provided with hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520083276.0U CN204626995U (en) | 2015-02-05 | 2015-02-05 | A kind of bolt rapid fixing for terrace insulation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520083276.0U CN204626995U (en) | 2015-02-05 | 2015-02-05 | A kind of bolt rapid fixing for terrace insulation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204626995U true CN204626995U (en) | 2015-09-09 |
Family
ID=54046035
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520083276.0U Active CN204626995U (en) | 2015-02-05 | 2015-02-05 | A kind of bolt rapid fixing for terrace insulation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204626995U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105133634A (en) * | 2015-09-18 | 2015-12-09 | 国网内蒙古东部电力有限公司经济技术研究院 | Foundation bolt fixing method and device |
| CN108691423A (en) * | 2017-04-05 | 2018-10-23 | 通州建总集团有限公司 | A kind of foundation bolt assembling fixing device |
| CN112962976A (en) * | 2021-02-05 | 2021-06-15 | 中铁七局集团武汉工程有限公司 | A pre-buried fixture for fixing a position reverse siphon reinforcing bar location |
-
2015
- 2015-02-05 CN CN201520083276.0U patent/CN204626995U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105133634A (en) * | 2015-09-18 | 2015-12-09 | 国网内蒙古东部电力有限公司经济技术研究院 | Foundation bolt fixing method and device |
| CN108691423A (en) * | 2017-04-05 | 2018-10-23 | 通州建总集团有限公司 | A kind of foundation bolt assembling fixing device |
| CN112962976A (en) * | 2021-02-05 | 2021-06-15 | 中铁七局集团武汉工程有限公司 | A pre-buried fixture for fixing a position reverse siphon reinforcing bar location |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105908902B (en) | Precast Pier Columns steel reinforcement cage locating rack and pier stud steel reinforcement cage construction method | |
| CN106758787B (en) | A kind of Precast Pier Columns mounting and positioning device | |
| CN204040056U (en) | A kind of location and installation support of pre-embedded anchoring bolts | |
| CN101575911B (en) | Top-down decreasing-formwork formwork system and construction method | |
| CN204626995U (en) | A kind of bolt rapid fixing for terrace insulation | |
| CN203247603U (en) | High-order rag bolt positioner | |
| CN205975382U (en) | Adjustable device of cast -in -situ box girder prestressing force bellows coordinate | |
| CN212002364U (en) | Foundation bolt mounting and positioning device for steel structure stand column | |
| CN103276895A (en) | Reversed-cone-shaped column cap die and die supporting method thereof | |
| CN107053440A (en) | A kind of precast plate girder pedestal preparation method | |
| CN111254968A (en) | Installation device and installation method for large-diameter embedded bolt of large-scale equipment foundation | |
| CN209227583U (en) | Steel-structure factory building isolated footing short column package assembly | |
| CN202139255U (en) | Tooling platform for assembling converter body equipment | |
| CN212477455U (en) | Pre-buried positioner of bridge suspension cable anchor cylinder | |
| CN102465605A (en) | Method for building bottom plate steel bar support | |
| CN205617664U (en) | Prefabricated pier stud locating rack for steel reinforcement cage | |
| CN111648611A (en) | Embedded part supporting device and embedded part installation method using embedded part supporting device | |
| CN202266034U (en) | Fixing device for anchor bolts of embedded type diamond combined steel and concrete column feet | |
| CN210066801U (en) | Fixing device of big raft foundation stiffness post rag bolt anchor slab | |
| CN209741895U (en) | Connection structure of assembled elevator steel construction and base | |
| CN103669566B (en) | construction method of steel reinforced concrete base of large-span net rack roof | |
| CN203626264U (en) | Protective layer control apparatus for hogging moment reinforced steel bar suspension construction | |
| CN202017215U (en) | Sleeve pipe pre-embedding and fixing device | |
| CN102155097B (en) | Locating device for installing large embedded member of concrete wall and installing method thereof | |
| CN108193888A (en) | Pile foundation steel bar cage construction moulding bed |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 430000 No. 456 Wulu Road, Wuchang District, Wuhan City, Hubei Province Patentee after: China Construction Third Engineering Bureau, Installation Engineering Co., Ltd. Address before: 430064 East Skirt Building 2F, New Era Business Center, 456 Wulu Road, Wuchang District, Wuhan City, Hubei Province Patentee before: Electromechanical engineering Co., Ltd of ZhongJian No.3 bureau |