CN206635771U - A kind of assembled Guan Liang, purlin and breast beam structure - Google Patents
A kind of assembled Guan Liang, purlin and breast beam structure Download PDFInfo
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- CN206635771U CN206635771U CN201720242374.3U CN201720242374U CN206635771U CN 206635771 U CN206635771 U CN 206635771U CN 201720242374 U CN201720242374 U CN 201720242374U CN 206635771 U CN206635771 U CN 206635771U
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Abstract
The utility model discloses a kind of assembled Guan Liang, purlin and breast beam structure, is vertically to go along with sb. to guard him sheet pile with foundation ditch by more fin-plate type H profile steel Standard Beams of different length to form by bolts assemblies；More fin-plate type H profile steel Standard Beams continuous arrangement in the horizontal direction, it is bolted between its joint end plate；Bolt connection sleeve is embedded with the Guan Liang of sheet pile or purlin position or implantation bolt collar realizes and be connected with more fin-plate type H profile steel Standard Beams that more fin-plate type H profile steel Standard Beams and steel supporting component are also what is be bolted.Workable, component assembling degree height of the utility model construction, construction operation efficiency high, saving engineering material, low engineering cost, engineering construction work well.
Description
Technical field
Technical field of civil engineering is the utility model is related to, specifically the building enclosure assembling of a kind of foundation ditch, side slope
Change technical field of construction.
Background technology
Vertical building enclosure in base pit engineering, is typically made up of campshed or diaphram wall, these vertical campsheds or
Diaphram wall dispersedly inserts or poured to be formed, and is dispersion in the horizontal direction, need to be connected by Guan Liang, purlin or waist rail
It is connected into entirety.These Guan Liangs, purlin or waist rail mainly have steel construction or cast-in-place concrete structure, Guan Liang, the purlin of its steel construction
It is the connection that welding realizes with vertical building enclosure at the scene with waist rail, causes whole supporting because welding quality is difficult to ensure that
The degree of safety of structure is influenceed very much, in addition, vertical building enclosure will with Guan Liang, purlin and the waist rail welding of steel construction, it is necessary to
Destroy concrete and strip out cage bar, or pre-buried a large amount of junction steel plates, cause construction work amount very big.
In order to eliminate safe hidden trouble, current most Guan Liang, purlin and waist rail use cast in situs armored concrete
Method make.Its master operation is first to strip out reinforcing bar in vertical building enclosure, need to abolish concrete-pile end or underground connects
The concrete of continuous wall top or the cover to reinforcement of stake (wall) body, commonly use pneumatic pick or pneumatic hammer breaking concrete, the reinforcing bar stripped out is in torsion
Curved, high tensile reinforcement has different degrees of damage.Then by the reinforcing bar stripped out and the reinforcing bar of Guan Liang, purlin and waist rail, pass through
Welding, binding method connect, with the steel reinforcement cage in Guan Liang, purlin and waist rail all by artificial colligation；Guan Liang is dug out again, is enclosed
The soil body of purlin and waist rail surrounding edge, need on the soil body casting concrete bed course；Last shuttering, casting concrete.It is certain through conserving
It could be used after time.From the point of view of the construction process and technique, substantial amounts of noise, dust and coagulation need to be produced when abolishing concrete
Native rubbish；Cast in situs bed course need to consume more concrete material；Artificial banding steel cage and formwork erection need to use more people
Work.The maintenance of casting concrete will expend the longer duration.After foundation ditch backfills, these Guan Liangs, purlin or waist rail or needs are artificial
Remove, substantial amounts of noise, dust and concrete rubbish will be produced again.
Therefore, architectural engineering circle can both disappear currently there is an urgent need to research and develop a kind of assembled Guan Liang, purlin and breast beam structure
Except work progress shortens the duration to the adverse effect of environment, and can, the consumption in artificial and muscle power is reduced, reduces engineering cost,
Realize the recycling of Guan Liang, purlin and breast beam structure part.
Utility model content
Technical problem to be solved in the utility model is, overcome existing concrete Guan Liang long construction period, cost it is high,
The deficiencies of constructional difficulties, there is provided a kind of assembled Guan Liang, purlin and breast beam structure.
To reach above-mentioned purpose, the technical scheme that this patent uses is：
A kind of assembled Guan Liang, purlin and breast beam structure, it is more fin-plate type H profile steel Standard Beams by different length, passes through
Termination crab bolt spreading, be horizontally distributed in vertical building enclosure side, with vertical building enclosure by built-in bolt sleeve assemble and
Into, it is characterized in that：The screw of standard profile is machined with the flange plate of more fin-plate type H profile steel Standard Beam both sides；At the end of connection
Head has connection stiffener and the screw in distribution standard pitch-row and aperture；Polylith is distributed with more fin-plate type H profile steel Standard Beams to put more energy into
Plate；In the Guan Liang of vertical building enclosure, purlin and waist rail position, be embedded with bolt connection sleeve or steel plate, using bolt with it is more
Fin-plate type H profile steel Standard Beam connects；Screw distribution on the inside of more fin-plate type H profile steel Standard Beams on flange plate connects with steel supporting component
Screw matching is connect, installation steel supporting component uses bolt connection.
More fin-plate type H profile steel Standard Beams are distributed in the interior outside of building enclosure.
More fin-plate type H profile steel Standard Beams are distributed in the inner side of building enclosure.
More fin-plate type H profile steel Standard Beams assemble at least one layer of on the inside of the foundation ditch of building enclosure
Filled between more fin-plate type H profile steel standard beam splices between the regulation of different-thickness steel plate and vertical building enclosure
Connect pitch of holes.
Bolt connecting hole is buried in vertical building enclosure, by changing steel plate and power transmission key connection, the conversion steel plate is recyclable.
Vertical building enclosure is prefabricated pile, steel sheet pile or cast-in-place diaphram wall.
More fin-plate type H profile steel Standard Beams of vertical building enclosure side are distributed in, steel component is set at gap therebetween, passed through
The bolt connecting hole at both ends links together the more fin-plate type H profile steel Standard Beams for being distributed in interior outside.
Workable, component assembling degree height of the utility model construction, construction operation efficiency high, saving engineering material
Material, low engineering cost, engineering construction work well.
Brief description of the drawings
The utility model is described in further detail with reference to the accompanying drawings and detailed description.
Fig. 1 is more fin-plate type H profile steel Standard Beam side views described in the utility model；
Fig. 1 a are more fin-plate type H profile steel Standard Beam end view drawings described in the utility model；
Fig. 2 is that the utility model assembled Guan Liang is connected floor map with shaped steel plate pile；
Fig. 3 is that the utility model assembled Guan Liang is connected floor map with T-shaped abnormity sheet pile；
Fig. 4 is that the utility model assembled Guan Liang is connected floor map with the box rectangle sheet pile of single hole；
Fig. 5 is that the utility model assembled Guan Liang is connected floor map with porous box rectangle sheet pile；
Fig. 6 is that the utility model assembled Guan Liang is connected floor map with empty stomach T-shaped plate stake；
Fig. 7 is that the utility model assembled waist rail is connected floor map with empty stomach T-shaped plate stake；
Fig. 8 is utility model assembled Guan Liang, purlin and waist rail and diaphram wall connection diagram；
Fig. 9 is that the utility model assembled Guan Liang and waist rail are connected diagrammatic cross-section with sheet pile.
In figure：1-more fin-plate type H profile steel Standard Beams, 2-connecting bolt, 3-bolt hole, 4-- put more energy into floor, 5-end
Connecting plate, 6-strength plate, 7-sheet pile, 8-reinforcement connector, 9-built-in bolt sleeve, 10--- conversions steel plate, 11-- power transmissions
Key, 12-spacing adjustable plate, 13--- inner supports.
Embodiment
In order that technological means, creation characteristic, reached purpose and effect that the utility model is realized are easy to understand, under
Face combines and is specifically illustrating, and the utility model is expanded on further.
A kind of more fin-plate type H profile steel Standard Beams 1 are first designed, standardized components are formed in factory process；Transport scene dress
With into.
By this more fin-plate type H profile steel Standard Beams 1 continuous arrangement in the horizontal direction, pass through bolt 2 between its joint end plate
Connection；
Using the bolt connection sleeve being embedded in sheet pile on Guan Liang or purlin position, by more fin-plate type H profile steel Standard Beams
It is connected thereto integral.
Described more fin-plate type H profile steel Standard Beams, be by section bars such as H profile steel, each steel pipes of steel plate, it is prefabricated in factory floor
Into standard component, the length dimension of standard component is in modularization, and the maximum length of single standard component meets standard truck transportation lengths
It is required that the maximum weight of single standard component is no more than 50KN, meet the general requirement of scene lifting.
Described more fin-plate type H profile steel Standard Beams, are distributed with groups of bolt connecting hole on joint face, both can be with sheet pile
Upper pre-buried bolt connection sleeve is integral by bolt, can be also bolted with the bolt hole being distributed on inner bracing member
Together；
Described more fin-plate type H profile steel Standard Beams, there is substantial amounts of floor of putting more energy into along long axis directional spreding, improve Standard Beam
Rigidity and shearing resistance, bending resistance and anti-twisting property.
Described more fin-plate type H profile steel Standard Beams, connection end plate is welded with both ends, connecting screw hole is distributed with end plate,
Stiffener is welded with end plate.
Described more fin-plate type H profile steel Standard Beams, the connection with steel supporting component are also to be bolted realization, its
The modulus of distribution of connecting hole and shaped steel inner support are consistent
Described more fin-plate type H profile steel Standard Beams, the purlin beam of bracing members can be replaced to use.
Embodiment is as follows：Assembled Guan Liang, purlin and waist rail are by more fin-plate type H profile steel Standard Beams 1, through connecting bolt 2
It is assembled；More fin-plate type H profile steel Standard Beams 1 are to be process by H profile steel material and steel plate in factory floor, and its length presses mould
Number design.In the both sides flange plate of H profile steel, i.e., standard module is pressed on joint face, is machined with link bolt hole 3, along the axle of H profile steel
Line, at a certain distance, floor 4 of putting more energy into is welded on the both sides of web, the both ends of more fin-plate type H profile steel Standard Beams 1 are welded with end
Connecting plate 5 and strength plate 6, link bolt hole 3 is machined with end connecting plate 5, referring to Fig. 1 and Fig. 1 a.
In the top both sides of vertical building enclosure shaped steel plate pile 7, by manufactured more water of fin-plate type H profile steel Standard Beam 1
Placing flat, the bolt hole 3 connected on face is corresponding with the connecting hole (shaped steel can live perforate) on sheet pile, is screwed into connection spiral shell
Bolt 2, i.e., sheet pile 7 connected by more fin-plate type H profile steel Standard Beams 1 it is integral, to strengthen the integral rigidity of assembled Guan Liang,
The clearance space position of sheet pile, which is set up, strengthens connector 8, referring to Fig. 2.
It is in the Guan Liang position built-in bolt sleeve 9 of T-shaped abnormity sheet pile, more fin-plate type H profile steel Standard Beams 1 are horizontal positioned,
The bolt hole 3 connected on face is corresponding with the built-in bolt sleeve 9 on sheet pile, is screwed into connection connecting bolt 2, that is, passes through more floors
Formula H profile steel Standard Beam 1 connects sheet pile 7 integral, formation assembled Guan Liang, referring to Fig. 3.
When more fin-plate type H profile steel Standard Beams 1 are connected with the box rectangle sheet pile 7 of single hole, to solve position caused by peg board construction
Error is put, spacing adjustable plate 12 is added in the joint of more fin-plate type H profile steel Standard Beams 1, referring to Fig. 4.
More fin-plate type H profile steel Standard Beams 1 are connected plane with porous box rectangle sheet pile 7, referring to Fig. 5.
Fill more fin-plate type H profile steel Standard Beams 1 and be connected plane with empty stomach T-shaped plate stake 7, referring to Fig. 6.
It is in the waist rail position built-in bolt sleeve 9 of T-shaped abnormity sheet pile, more fin-plate type H profile steel Standard Beams 1 are horizontal positioned,
The bolt hole 3 connected on face is corresponding with the built-in bolt sleeve 9 on sheet pile, is screwed into connecting bolt 2, that is, passes through more fin-plate types
H profile steel Standard Beam 1 connects sheet pile 7 integral, formation assembled waist rail；When the joint face of Guan Liang, purlin or waist rail is with going along with sb. to guard him
, it is necessary to set (when such as vertical fender post construction error causes, sideline is curve or broken line) when the side of stake can not directly contact
Force transfer key 11, by adjustable length force transfer key 11 realize with change steel plate 10 be connected, change steel plate 10 again with sheet pile
Built-in bolt sleeve 9 is connected, and waist rail and vertical building enclosure are linked together.Referring to Fig. 7.
Fill more fin-plate type H profile steel Standard Beams 1 and cast-in-place diaphram wall 7, using built-in bolt sleeve 9 (or implantation spiral shell
Hole), assembly connection is realized by connecting bolt, referring to Fig. 8.
Assembled Guan Liang, purlin and waist rail are towards link bolt hole 3 is also distributed with the edge of a wing on the inside of foundation ditch, with bracing members
The link bolt hole 3 being distributed on component 13 is by same rule setting, has matching connection, realizes quick connection, and protect
Demonstrate,prove stress axle power to be generally aligned in the same plane, referring to Fig. 9.
The advantages of general principle of the present utility model, principal character and the utility model has been shown and described above.One's own profession
The technical staff of industry is it should be appreciated that the utility model is not restricted to the described embodiments, described in above-described embodiment and specification
Simply illustrate principle of the present utility model, the utility model can also on the premise of the spirit and scope of the utility model is not departed from
There are various changes and modifications, these changes and improvements are both fallen within claimed the scope of the utility model.The utility model will
Protection domain is asked to be defined by appended claims and its equivalent.
Claims (8)
1. a kind of assembled Guan Liang, purlin and breast beam structure, it is more fin-plate type H profile steel Standard Beams by different length, passes through end
Head plate bolt spreading, vertical building enclosure side is horizontally distributed in, is assembled with vertical building enclosure by built-in bolt sleeve,
It is characterized in that：
The screw of standard profile is machined with the flange plate of more fin-plate type H profile steel Standard Beam both sides；There is connection in the termination of connection
Stiffener and distribution standard pitch-row and the screw in aperture；
Polylith stiffener is distributed with more fin-plate type H profile steel Standard Beams；
In the Guan Liang of vertical building enclosure, purlin and waist rail position, be embedded with bolt connection sleeve or steel plate, using bolt with it is more
Fin-plate type H profile steel Standard Beam connects；
Screw distribution on the inside of more fin-plate type H profile steel Standard Beams on flange plate matches with steel supporting component connecting screw hole, installs steel
Supporting member uses bolt connection.
2. a kind of assembled Guan Liang, purlin and breast beam structure according to claim 1, it is characterized in that, more fin-plate type H profile steels
Standard Beam is distributed in the interior outside of building enclosure.
3. a kind of assembled Guan Liang, purlin and breast beam structure according to claim 1, it is characterized in that, more fin-plate type H profile steels
Standard Beam is distributed in the inner side of building enclosure.
4. a kind of assembled Guan Liang, purlin and breast beam structure according to claim 1, it is characterized in that, more fin-plate type H profile steels
Standard Beam assembles at least one layer on the inside of the foundation ditch of building enclosure.
5. a kind of assembled Guan Liang, purlin and breast beam structure according to claim 1, it is characterized in that, in more fin-plate type H types
The connection pitch of holes between the regulation of different-thickness steel plate and vertical building enclosure is filled between steel standard beam splice.
6. a kind of assembled Guan Liang, purlin and breast beam structure according to claim 1, it is characterized in that, vertical building enclosure
On bury bolt connecting hole, by changing steel plate and power transmission key connection, the conversion steel plate is recyclable.
7. a kind of assembled Guan Liang, purlin and breast beam structure according to claim 1, it is characterized in that, vertical building enclosure
For prefabricated pile, steel sheet pile or cast-in-place diaphram wall.
8. a kind of assembled Guan Liang, purlin and breast beam structure according to claim 1, it is characterized in that, it is distributed in and vertically encloses
More fin-plate type H profile steel Standard Beams of protection structure side, steel component is set at gap therebetween, will be divided by the bolt connecting hole at both ends
The more fin-plate type H profile steel Standard Beams for being distributed in interior outside link together.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720242374.3U CN206635771U (en) | 2017-03-14 | 2017-03-14 | A kind of assembled Guan Liang, purlin and breast beam structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720242374.3U CN206635771U (en) | 2017-03-14 | 2017-03-14 | A kind of assembled Guan Liang, purlin and breast beam structure |
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| CN206635771U true CN206635771U (en) | 2017-11-14 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106703045A (en) * | 2017-03-14 | 2017-05-24 | 上海强劲地基工程股份有限公司 | Assembled type crown beam, surrounding purlin and waist beam structure |
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2017
- 2017-03-14 CN CN201720242374.3U patent/CN206635771U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106703045A (en) * | 2017-03-14 | 2017-05-24 | 上海强劲地基工程股份有限公司 | Assembled type crown beam, surrounding purlin and waist beam structure |
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