CN202175935U - Sea reclamation novel building - Google Patents
Sea reclamation novel building Download PDFInfo
- Publication number
- CN202175935U CN202175935U CN2011202448029U CN201120244802U CN202175935U CN 202175935 U CN202175935 U CN 202175935U CN 2011202448029 U CN2011202448029 U CN 2011202448029U CN 201120244802 U CN201120244802 U CN 201120244802U CN 202175935 U CN202175935 U CN 202175935U
- Authority
- CN
- China
- Prior art keywords
- baffle plate
- beam slab
- novel building
- edge
- right sides
- 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.)
- Expired - Fee Related
Links
Images
Abstract
The utility model provides a sea reclamation novel building and an installation technology for the sea reclamation novel building characterized by capability of saving large amount of labor and material, and low cost. The sea reclamation novel building is formed by fixed splicing of several unit modules along the transverse and longitudinal directions, the unit module is formed by connection of at least a beam plate vertically placed and baffle plates similarly-vertically disposed at the front and back ends of the beam plate, the baffle plates are pre-fixed or fixed on the beam plate during installation. The sea reclamation novel building is advantaged by small use amount of labor and material, low cost, and diversified functions.
Description
Technical field
The utility model relates to a kind of extra large novel building that encloses.
Background technology
Current, to reclaim fields from the sea because Jian Ba cofferdam technology is original, labor labor and materials, cost are expensive, utilization rate is low, to the countries and regions of reclaiming fields from the sea in a large number, will cause a large amount of capital wastes.
Summary of the invention
The purpose of the utility model is to provide a kind of can practice thrift a large amount of labor and materials, with low cost enclose extra large novel building.
The purpose of the utility model is achieved in that it is fixedly formed along horizontal, longitudinal spliced by the plurality of unit module; Described single-bit module is connected and composed by the beam slab of at least one vertical display and the baffle plate that is positioned at beam slab front and back end, same vertical display, and described baffle plate is fixed on the beam slab when pre-fixing or installing.
The utlity model has that the labor and materials use amount is few, with low cost, the advantage of functional diversities.
Description of drawings
Fig. 1 is the structural representation of the utility model single-bit module;
Fig. 2 accomplishes the positive structural representation of backboard for the utility model splicing;
Fig. 3 for the utility model build to accomplish after vertical view;
Fig. 4 is a construction sequence sketch map of having pre-installed suspension bracket;
Fig. 5 is the cross section structure sketch map of the good baffle plate of splicing;
Fig. 6 is a baffle plate and cross section structure sketch map after beam slab is connected;
When Fig. 7 is sandy seabed, the structural representation in a certain section cross section of the utility model;
When Fig. 8 is mud matter seabed, the structural representation in a certain section cross section of the utility model;
Fig. 9 surveys the structural representation that cuts open for beam slab.
1 baffle plate, 11 baffle ledge, 12 are dashed forward and are strengthened muscle structures, semi-finals bar structure, 5 suspension brackets, 51 bolster stakes, 52 joggle trusses, 53 suspension hooks, 54 motors, 7 hangers, 81 hollow sections, 82 sandbag posts, 9 bolts along (groove), 2 beam slabs, 21 beam slab flanges, 3.
The specific embodiment
The utility model is fixedly formed along horizontal, longitudinal spliced by the plurality of unit module; Described single-bit module is connected and composed by the beam slab 2 of at least one vertical display and the baffle plate 1 that is positioned at beam slab front and back end, same vertical display, and described baffle plate is fixed on the beam slab when pre-fixing or installing.
Wherein said baffle plate is the square plate structure; Be provided with baffle ledge 11 about the baffle plate and on the right sides edge; Front-back at baffle plate is provided with projection and crisscross reinforcement muscle structure 3; Strengthen the muscle structure and be connected with flange, the upper and lower side of baffle plate and left and right sides are provided with prominent edge or the groove 12 that is used to splice; Described beam slab is the quadra structure, is provided with reinforcement bar structure 4 crisscross and that intersection intersects at the middle part of frame construction, is being provided with beam slab flange 21 about the beam slab and on the right sides edge.Because the utility model is similar to the function of sea wall, so generally speaking its length is longer, so generally be to be spliced through the plurality of unit module; So through the prominent edge or the groove of splicing are set, can conveniently splice the intensity that can strengthen contact simultaneously, described beam slab is the quadra structure; Be provided with crisscross at the middle part of frame construction and intersect the reinforcement bar structure that intersects, the beam slab front and back end that described baffle plate is fixed in for midline position longitudinally is after single-bit module splicing and fixing the completion; Need moisture be taken away between two baffle plates, if beam slab is not provided with hollow out, then need being provided with much draws water, and the seawater of naming a person for a particular job is drained; And after the design of beam slab hollow out, current can flow in the space between two baffle plates, as long as several points are set like this; Can accomplish the extraction of seawater; The other function of beam slab plays the function that supports two baffle plates, because the design that the zone between later stage two baffle plates also has other reinforcement to support, so beam slab adopts frame construction to get final product; Through the reinforcement bar structure that design is crisscross and intersection intersects at the frame construction center, can further strengthen beam slab.And the beam slab flange that flange that baffle plate is provided with and beam slab are provided with is mainly used in the process that adjacent in twos plate connects, and through two beads of bolt-through adjacent plate is connected.
In general, beam slab and baffle plate all adopt the cement manufacturing, are provided with steel reinforced in the inside of sheet material, and the thickness of baffle plate is generally 30 ~ 50 centimeters, and beam slab thickness is also almost at 30 ~ 50 centimeters;
Wherein beam slab adopts directly fixing or splices fixed form with baffle plate and is connected,
Described directly being fixed as directly is connected beam slab with the front or rear face of baffle plate, and on the beam slab flange, screws in bolt 9, and bolt penetrates in the baffle plate; Design can reduce design difficulty like this, and the beam slab use amount is big comparatively speaking, but overall structure is more firm.
Beam slab groove or the prominent edge of beam slab that described splicing fixed form is corresponding with baffle plate left and right sides pleurapophysis edge or groove for the front and rear side edge at beam slab is provided with; The left and right sides of beam slab respectively with the splicing of the side of baffle plate after; Bolt is penetrated by the edge of one of them baffle plate, passes and fixes through the edge from another baffle plate behind the beam slab.Adopt this mode need with beam slab forward and backward edge carry out adaptability revision; Its structure can be coincide with the prominent edge or the groove structure of baffle plate; The convenient connection, such mode has increased a little difficulty in the processing of beam slab, but the use amount of beam slab reduces relatively; Whole cost remains minimizing, the comparatively stable area of sea situation in the time of relatively.
The fixed form of described beam slab and baffle plate is the dislocation fixed form, and the residing plane of the residing plane of the peak that described dislocation fixed form is described beam slab and the peak of baffle plate plate is not overlapping.The transverse slat that can realize individual layer like this is the beam slab together support through adjacent plies simultaneously, from but strengthening function of beam slab further strengthen.Say so and to avoid seam crossing too concentrated, thereby increase the bulk strength that encloses extra large novel building that the utility model forms.
On the fixing and baffle plate of suspension hook, can on the side of the front and back of baffle plate, also be provided with hanger for ease, hanger also can be arranged on the upper and lower end or the left and right sides of baffle plate certainly, but is unfavorable for being connected between back baffle plate and the baffle plate like this.
The concrete method for using of the utility model is following:
It comprises that suspension bracket prepackage, the single-bit module of slinging, splicing installed module, single-bit module seabed are fixed, hollow position is strengthened step and constituted
The prepackage of described suspension bracket is: in plan the zone of enclosing extra large novel building is installed a plurality of suspension brackets are installed successively, and line is vertical with this coastline, zone between the suspension hook that is provided with of suspension bracket front and back end;
Wherein said suspension bracket 5 comprises bolster stake 51 and the joggle truss 52 that is arranged on bolster stake; The motor of suspension hook and driving suspension hook is arranged on the joggle truss; Wherein suspension hook is separately positioned on the front and back end of joggle truss; Through pre-buried bolster stake, joggle truss and suspension hook 53, motor 54 are installed again, accomplish the location and installation of suspension bracket.
The suspension bracket that uses is can be reusable, after accomplishing single-bit module splicing and steady job, and after overall structure being contacted with the seabed fix, promptly dismountable, can reuse suspension bracket like this, the saving great amount of cost.
The described single-bit module that angled is: the hook of each suspension bracket is caught on the baffle plate that catches on single-bit module the place ahead and rear respectively; In general corresponding suspension bracket of single-bit module certainly sometimes under the long situation of baffle plate, also can let a single-bit module corresponding two even three suspension brackets, mainly makes things convenient for the up-down of single-bit module to guarantee that simultaneously suspension bracket can carry single-bit module and get final product.
Described splicing installed module is: before the single-bit module of first floor lifting sinks to the sea; Interconnect between the horizontal adjacent in twos single-bit module; And before the single-bit module that first floor has connected submerges the seabed fully, need second layer single-bit module be connected in the top of first floor single-bit module; Wherein the mode of splicing is following: described single-bit module connection procedure is: clay is bonding between adjacent in twos single-bit module, and sets up fixed head at the front-back of junction, and fixed head is through on bolt and baffle plate or the beam slab.Through before between baffle plate and the baffle plate and the respective slot or the projection that are provided with between beam slab and the beam slab, again through smearing clay, strengthen its connection at tie point; Fixed head is through on bolt and baffle plate or the beam slab; When neighbouring two-layer baffle plate crowd connects, stagger each other in its junction, can avoid tie point so all on straight line; Cause this zone too weak, thus bulk strength that can the utility model.
Described single-bit module seabed is fixed as: when first floor single-bit module contact seabed; Through machine the silt of regional undersea between the forward and backward baffle plate of single-bit module has been dashed and extracted and fallen to form groove; Continue slow sinking single-bit module afterwards; Sink down into projected depth until single-bit module, remove suspension bracket then; Described machine is a sandpump; With extracting through sand pumping machine after the sand in seabed or silt and the sea water mixing; The silt of regional undersea has dashed and has extracted and fallen to form groove between the forward and backward baffle plate of single-bit module again, and single-bit module sinks through deadweight, sinks down into projected depth until single-bit module.Wherein fall or extract to fall to form the groove mode and can also adopt other mode to carry out about silt underwashing with beam slab in the single-bit module and baffle plate below.
Described hollow position is strengthened: the hollow position between two baffle plates carries out intensive treatment, and this processing comprises pipe built-in and ground reinforcement; Pipe built-in is pre-buried electrical conduits and sewer pipe in the appointed area, and described ground is strengthened to the appointed area sea bottom surface is strengthened;
According to the situation in seabed, ground is strengthened to have and is comprised following dual mode:
1, sandy seabed: the sealed at both ends of the monolithic architecture that will be made up of single-bit module earlier makes the zone between the forward and backward baffle plate form seal area; The seawater of taking out the top layer afterwards exposes sandy seabed; Some hollow sections 81 afterwards distribute in the seal area seabed; The sand that will be used for the single-bit module sinking then and extract is backfilled to the zone beyond the hollow section in the seal area; In hollow section, form bored pile, afterwards the zone beyond the seal area internal drilling castinplace pile is provided for the sandy Investigation of Cement Powder Spray stake in reinforced seal district through the drill-pouring method.
2, mud matter seabed: the sealed at both ends of the monolithic architecture that will be made up of single-bit module earlier makes the zone between the forward and backward baffle plate form seal area; The seawater dew of taking out the top layer afterwards goes out mud matter seabed; Some sandbag posts are set in the bottom surface, seabed; Described sandbag post is the column structure that filling sand forms in the bar shaped sack; Each sandbag post upper surface is provided with the drinking-water pipe that extends in the sandbag post 82, and some hollow sections that distribute in the seabed simultaneously will be used for afterwards that single-bit module sinks and the mud that anhydrates that extracts is backfilled to the zone beyond hollow section, the sandbag post in the seal area; Extract out in penetration of sea water to the sandbag post in the mud and through drinking-water pipe; When treating that mud layer intensity reaches design strength, in hollow section, form bored pile, afterwards the zone beyond seal area internal drilling castinplace pile and the sandbag post is provided for the Investigation of Cement Powder Spray stake of reinforced seal district mud through the drill-pouring method.
The utility model easy for installation, baffle plate and beam slab can be accomplished in factory process and be transported to the seashore and install, and easy for installation; Do not have the step that needs cool time too much in the work progress, can practice thrift the plenty of time, sheet material is installed also comparatively simple simultaneously; Under the situation of conditions permit, for example parts such as screw can design in advance, further reduce the product installation difficulty; After completion; The stop of boats and ships can be carried out in the product outside of the utility model installation, and middle remaining hollow parts can play the function of savings fresh water, and the difference of product and prior art maximum is; The space of retaining need not to adopt a large amount of concrete to fill, and has practiced thrift a large amount of funds.
Claims (5)
1. one kind is enclosed extra large novel building; It is characterized in that: it is fixedly formed along horizontal, longitudinal spliced by the plurality of unit module; Described single-bit module is connected and composed by the beam slab of at least one vertical display and the baffle plate that is positioned at beam slab front and back end, same vertical display, and described baffle plate is fixed on the beam slab when pre-fixing or installing.
2. a kind of extra large novel building that encloses according to claim 1; It is characterized in that: described baffle plate is the square plate structure; Be provided with baffle ledge about the baffle plate and on the right sides edge; Front-back at baffle plate is provided with projection and crisscross reinforcement muscle structure, strengthens the muscle structure and is connected with flange, and the upper and lower side of baffle plate and left and right sides are provided with prominent edge or the groove that is used to splice; Described beam slab is the quadra structure, is provided with reinforcement bar structure crisscross and that intersection intersects at the middle part of frame construction, is being provided with the beam slab flange about the beam slab and on the right sides edge.
3. a kind of extra large novel building that encloses according to claim 1; It is characterized in that: beam slab adopts directly fixing or splices fixed form with baffle plate and is connected; Described directly being fixed as directly is connected beam slab with the front or rear face of baffle plate; And on the beam slab flange, screw in bolt, and bolt penetrates in the baffle plate; Beam slab groove or the prominent edge of beam slab that described splicing fixed form is corresponding with baffle plate left and right sides pleurapophysis edge or groove for the front and rear side edge at beam slab is provided with; The left and right sides of beam slab respectively with the splicing of the side of baffle plate after; Bolt is penetrated by the edge of one of them baffle plate, passes and fixes through the edge from another baffle plate behind the beam slab.
4. a kind of extra large novel building that encloses according to claim 1; It is characterized in that: the connected mode of described beam slab and baffle plate is the dislocation connected mode, and the residing plane of the residing plane of the peak that described dislocation fixed form is described beam slab and the peak of baffle plate plate is not overlapping.
5. a kind of extra large novel building that encloses according to claim 1 is characterized in that: also be provided with hanger on the front and back side of described baffle plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011202448029U CN202175935U (en) | 2011-07-12 | 2011-07-12 | Sea reclamation novel building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011202448029U CN202175935U (en) | 2011-07-12 | 2011-07-12 | Sea reclamation novel building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202175935U true CN202175935U (en) | 2012-03-28 |
Family
ID=45865823
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011202448029U Expired - Fee Related CN202175935U (en) | 2011-07-12 | 2011-07-12 | Sea reclamation novel building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202175935U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102296569A (en) * | 2011-07-12 | 2011-12-28 | 长乐杭辉日用品有限公司 | Novel sea-reclamation building and installation process thereof |
-
2011
- 2011-07-12 CN CN2011202448029U patent/CN202175935U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102296569A (en) * | 2011-07-12 | 2011-12-28 | 长乐杭辉日用品有限公司 | Novel sea-reclamation building and installation process thereof |
| CN102296569B (en) * | 2011-07-12 | 2013-06-19 | 长乐杭辉日用品有限公司 | Sea-reclamation building and installation process thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102296569B (en) | Sea-reclamation building and installation process thereof | |
| CN106968256A (en) | Foundation ditch assembled steel trestle construction method | |
| CN101538833B (en) | Vertical subsection double-wall steel cofferdam water stopping construction method | |
| CN105350458B (en) | Construction method of composite structure platform for construction of Y-shaped pier of bridge | |
| CN103741657A (en) | Construction method of large multifunctional over-water construction platform | |
| CN105178244A (en) | Quick formwork erecting construction method for cast-in-place wave wall | |
| CN106320704A (en) | Steel reinforced concrete structure formwork sleeve threaded rod pulling construction method | |
| CN113481931A (en) | Modular assembly type high-pile wharf structure and construction method thereof | |
| CN103334379A (en) | Construction method for hanging part of anti-collision guardrail on expressway | |
| CN107489106B (en) | A kind of rocky bed subaqueous bearing platform construction method | |
| CN107620316B (en) | Rock riverbed large-volume deepwater foundation construction method | |
| CN101255691A (en) | Construction method for complete casing tube thin wall filling pile and movable internal mold | |
| CN112252212A (en) | Method for dismantling prestressed concrete variable cross-section continuous beam bridge | |
| CN202175935U (en) | Sea reclamation novel building | |
| CN103132465A (en) | Underground box culvert constructing method closely attached to pile foundation bearing platform | |
| CN107794945A (en) | A kind of removable assembled template peace tears operating system and its construction method open | |
| CN111877383A (en) | Prefabricated underground structure based on open caisson method and construction method | |
| CN207469303U (en) | A kind of removable assembled template peace tears operating system open | |
| CN110080292A (en) | A kind of assembled integral vault is greatly across no column underground structure | |
| CN111206602B (en) | Partially collapsed high slope lattice beam formwork system and construction method | |
| CN101818503B (en) | Construction method of small span foundation trench with filling concrete sliding masses on two sides and support structure thereof | |
| CN210163936U (en) | Pile culvert integrally-assembled steel bone concrete comprehensive pipe gallery | |
| CN111827239A (en) | Construction method of assembled berthing pier | |
| CN104912200B (en) | Building method of underground shallow layer fully automatic parking garage | |
| CN217810905U (en) | Recoverable offshore soaking low pile platform anchor pulling type support |
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 |
Granted publication date: 20120328 Termination date: 20140712 |
|
| EXPY | Termination of patent right or utility model |