CN201794162U - Mixed structural system of single-storey factory building with traveling crane - Google Patents
Mixed structural system of single-storey factory building with traveling crane Download PDFInfo
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- CN201794162U CN201794162U CN 201020554372 CN201020554372U CN201794162U CN 201794162 U CN201794162 U CN 201794162U CN 201020554372 CN201020554372 CN 201020554372 CN 201020554372 U CN201020554372 U CN 201020554372U CN 201794162 U CN201794162 U CN 201794162U
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- factory building
- pillars
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- reinforced concrete
- storey factory
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Abstract
The utility model discloses a mixed structural system of a single-storey factory building with a traveling crane. The mixed structural system comprises cup-rim bases, pillars, and crane beams and steel roof girders which are arranged on the pillars and manufactured by pre-tensioning pre-stressed reinforced concrete. The mixed structural system is characterized in that: each pillar comprises a lower pre-stressed reinforced concrete pillar and an upper steel pillar arranged at the top of the lower pillar; brackets are formed at the tops of the lower pillars; and the crane beams are arranged on the brackets. Compared with the prior art in which only reinforced concrete pillars are adopted as the pillars, the mixed structural system of the single-storey factory building with the traveling crane adopts the combination of the lower pre-stressed reinforced concrete pillars and the steel pillars, and the upper pre-stressed steel pillars of the utility model have lightweight and small pillar diameters, and are convenient to arrange and construct; and compared with the traveling crane factory building only adopting the steel pillars in, the mixed structural system adopts the combination of the lower pre-stressed reinforced concrete pillars and the steel pillars, the lower pre-stressed reinforced concrete pillars have relatively lower cost, high fire resistance and high corrosion resistance, and the uniform-section pre-tensioning pre-stressed crane beams are manufactured by a simple process with low cost.
Description
Technical field
The utility model relates to a kind of building system, and particularly a kind of have a driving single-storey factory building combination construction system.
Background technology
The cylinder of prior art middle rolling car single-storey factory building generally adopts reinforced concrete pile or all steel post.Because prefabricated reinforced concrete post own wt is heavier, difficult, and adopt when showing the pour concrete post entirely, the work progress more complicated, its manufacturing cost is also higher; It is lighter that all steel post and full concrete post are compared its weight, but its price is more expensive; In addition, the anticorrosion in use of all steel post, fireproof performance are poor, have shortened the application life of driving single-storey factory building.In addition, crane beam of the prior art is generally based on the steel crane beam, and its cost is higher relatively, fire prevention, antiseptic property hinge are poor.And existing pretensioned prestressing crane beam cross section is an abnormity, manufacturing process complexity, manufacturing cost height.
The utility model content:
Technical problem to be solved in the utility model is to overcome the deficiency of above-mentioned prior art, provides that a kind of cost is low, fire prevention, antiseptic property are good that driving single-storey factory building combination construction system is arranged.
According to the utility model proposes a kind of driving single-storey factory building combination construction system that has, comprise rim of a cup basis seat, post, the crane beam that is installed in the pretensioned prestressing steel bar concrete on the described post and steel roof girder, described post comprises the prestressed reinforced concrete lower prop and is installed in the described steel upper prop of column top down, described lower prop top formed has bracket, and described crane beam is shelved on the described bracket.
The driving single-storey factory building combination construction system that has that provides according to the utility model also has following additional technical feature:
The precast prestressed reinforced concrete pile that described lower prop adopts pre-tensioning system to make, it comprises body and is embedded in the interior prestress wire as main muscle of described body.
Have cavity in the described body, the quantity of described cavity is a plurality of and is spaced from each other.
The bottom of described lower prop is installed in the rim of a cup seat on described rim of a cup basis.
Described crane beam is a precast construction, and it comprises that T font uniform section body and pre-tensioning system are embedded in the interior prestress wire as main muscle of described body.
Described crane beam top is embedded with track bolt.
The top of described lower prop is embedded with built-in fitting, fixedlys connected with described built-in fitting in the lower end of described upper prop, and described roof girder is a H shape girder steel.
The driving single-storey factory building combination construction system that has that provides according to the utility model compared with prior art has following advantage at least:
At first, adopt reinforced concrete pile to compare separately in the mode that prestressed reinforced concrete lower prop and steel column combination be provided in the driving single-storey factory building combination construction system according to the utility model having of providing and the prior art middle rolling car factory building as post, prestress steel upper prop post of the present utility model is in light weight, column section is little, and following column section is little, length short, in light weight, installation convenience; Secondly, adopted the prestressed reinforcement lower prop to compare with the independent steel column that adopts in the existing driving factory building with the mode of steel column combination, prestressed reinforcement lower prop cost is lower, rigidity is big, fire-resistant, good corrosion resistance; Once more, the crane beam that the utility model adopts is the pretensioned prestressing crane beam, and to compare its fatigue resistance good with the steel crane beam for it, the anti-side of level is good, and cost is low, safeguards convenient, and adopt the uniform section design, manufacturing process is simplified greatly, and die cost reduces greatly.
The additional aspect advantage of the utility model will partly provide in the following description, and part will become more obvious from the following description, or recognize by practice of the present utility model.
Description of drawings
Above-mentioned and other aspects of the present utility model and advantage are from obviously and easily understanding becoming the description of embodiment below in conjunction with accompanying drawing, wherein:
Fig. 1 is the described structural representation that driving single-storey factory building combination construction system is arranged that provides according to the utility model;
Fig. 2 is the structural representation of the described steel bar concrete lower prop that provides according to the utility model;
Fig. 3 is the sectional drawing at Fig. 2 A-A place;
Fig. 4 is the generalized section of the described crane beam that provides according to the utility model;
Fig. 5 is the described structural representation that driving single-storey factory building combination construction system general frame is arranged that provides according to the utility model.
The specific embodiment:
Describe embodiment of the present utility model below in detail, the example of described embodiment is shown in the drawings, and wherein identical from start to finish label is represented components identical.Be used to explain the utility model below by the embodiment that is described with reference to the drawings, described embodiment is exemplary, and can not be interpreted as restriction of the present utility model.
Extremely shown in Figure 5 referring to Fig. 1, a kind of driving single-storey factory building combination construction system arranged according to what the utility model provided, comprise rim of a cup basis seat 1, post 2, be installed in prestressing force crane beam 3 and steel roof girder 4 on the described post 2, rim of a cup basis seat 1 is used for erection column 2, guarantees that simultaneously building structure is firm.Described post 2 comprises prestressed reinforced concrete lower prop 11 and is installed in the steel upper prop 12 at described lower prop 11 tops, lower prop 11 and upper prop 12 adopt prestressed reinforced concrete lower prop 11 and steel upper prop 12 respectively, having adopted in the combined post of prestressed reinforced concrete lower prop 11 and steel upper prop 12 and the prior art middle rolling car factory building adopts reinforced concrete pile to compare as post separately, steel upper prop 12 posts of the present utility model are in light weight, column section is little, and lower prop 11 cross sections are little, length short, in light weight, installation and transportation convenience; Compare with independent employing steel column, prestressed reinforcement lower prop 11 rigidity are big, lower, fire-resistant, the good corrosion resistance of cost; Described lower prop 11 top formed has bracket 5, and described prestressing force crane beam 3 is shelved on the described bracket 5.The crane beam that the utility model adopts is a pretensioned prestressing crane beam 3, and to compare its fatigue resistance good with the steel crane beam for it, and the anti-side of level is good, cost declines to a great extent, and safeguards conveniently, and adopts the uniform section design, manufacturing process is simple, and die cost declines to a great extent.
Referring to shown in Figure 2, according to the foregoing description of the present utility model, the precast prestressed reinforced concrete pile that described lower prop 11 adopts pre-tensioning system to make, it comprises body 13 and is embedded in described body 13 interior prestress wires 14 as main muscle.Described lower prop 11 adopts the prestressed reinforced concrete post of pre-tensioning system, and the bending rigidity and the steel using amount that have increased lower prop 11 decline to a great extent.
Referring to shown in Figure 2, according to the foregoing description of the present utility model, have cavity 15 in the described body 13, the quantity of described cavity 15 is a plurality of and is spaced from each other.After being provided with cavity 15, make the weight saving of described lower prop 11, the member freight is reduced, installs more conveniently, owing to the use amount that has reduced concrete, saved material cost simultaneously.
Referring to Fig. 1, Fig. 2, shown in Figure 5, according to embodiment of the present utility model, the bottom of described lower prop 11 is installed in the rim of a cup of described rim of a cup basis seat 1.Can utilize the rim of a cup adjustable column to make its in place accurately, firm position.
Referring to Fig. 1, shown in Figure 5, according to embodiment of the present utility model, described crane beam 3 is a precast construction, and it comprises T font uniform section body 31 and is embedded in described body 31 interior prestress wires 34 as main muscle.Adopt T font uniform section structure that crane beam 3 bendings resistance are further improved, and crane beam 3 is the prestressing force crane beam, its cost is compared low with the steel crane beam, and this kind structure fatigue resistance is good, and the anti-side of level is good, and cost is low, safeguards convenient.And answer crane beam to adopt the variable cross-section approved product different in advance with routine, and the utility model crane beam adopts the uniform section design, though component volume strengthens, its manufacturing process generation basic change helps large-scale industrial production, and manufacturing cost significantly reduces.
Referring to shown in Figure 2, according to embodiment of the present utility model, the top of described lower prop 11 is embedded with built-in fitting 7, fixedly connected with described built-in fitting 7 in the lower end of described upper prop 12, described built-in fitting 7 can be the steel plate 7 on the top that is preset in described lower prop 11, described steel plate 7 can be used for being connected with steel upper prop 12, and for example the mode by welding is connected with steel upper prop 12.By being set, built-in fitting 7 makes the easy to connect of lower prop 11 and upper prop 12.According to embodiment of the present utility model.Described roof girder 4 can be H shape girder steel.
Although illustrated and described embodiment of the present utility model, for the ordinary skill in the art, be appreciated that under the situation that does not break away from principle of the present utility model and spirit and can change that scope of the present utility model is limited by claims and equivalent thereof to these embodiment.
Claims (7)
1. one kind has driving single-storey factory building combination construction system, comprise rim of a cup basis seat, post, the crane beam that is installed in the pretensioned prestressing steel bar concrete on the described post and steel roof girder, it is characterized in that: described post comprises the prestressed reinforced concrete lower prop and is installed in the described steel upper prop of column top down, described lower prop top formed has bracket, and described crane beam is shelved on the described bracket.
2. a kind of driving single-storey factory building combination construction system that has as claimed in claim 1, it is characterized in that: the precast prestressed reinforced concrete pile that described lower prop adopts pre-tensioning system to make, it comprises body and is embedded in the interior prestress wire as main muscle of described body.
3. a kind of driving single-storey factory building combination construction system that has as claimed in claim 2, it is characterized in that: have cavity in the described body, the quantity of described cavity is a plurality of and is spaced from each other.
4. a kind of driving single-storey factory building combination construction system that has as claimed in claim 1, it is characterized in that: the bottom of described lower prop is installed in the rim of a cup seat on described rim of a cup basis.
5. a kind of driving single-storey factory building combination construction system that has as claimed in claim 1, it is characterized in that: described crane beam is a precast construction, it comprises that T font uniform section body and pre-tensioning system are embedded in the interior prestress wire as main muscle of described body.
6. a kind of driving single-storey factory building combination construction system that has as claimed in claim 5, it is characterized in that: described crane beam top is embedded with track bolt.
7. a kind of driving single-storey factory building combination construction system that has as claimed in claim 1, it is characterized in that: the top of described lower prop is embedded with built-in fitting, and fixedly connected with described built-in fitting in the lower end of described upper prop, and described roof girder is a H shape girder steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201020554372 CN201794162U (en) | 2010-09-28 | 2010-09-28 | Mixed structural system of single-storey factory building with traveling crane |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201020554372 CN201794162U (en) | 2010-09-28 | 2010-09-28 | Mixed structural system of single-storey factory building with traveling crane |
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| Publication Number | Publication Date |
|---|---|
| CN201794162U true CN201794162U (en) | 2011-04-13 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201020554372 Expired - Fee Related CN201794162U (en) | 2010-09-28 | 2010-09-28 | Mixed structural system of single-storey factory building with traveling crane |
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| CN (1) | CN201794162U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102418383A (en) * | 2010-09-28 | 2012-04-18 | 杨峰 | Single-layer plant mixed structure system with traveling crane and construction method |
| CN102677925A (en) * | 2012-05-18 | 2012-09-19 | 谢合清 | Plant building for configuring crane |
-
2010
- 2010-09-28 CN CN 201020554372 patent/CN201794162U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102418383A (en) * | 2010-09-28 | 2012-04-18 | 杨峰 | Single-layer plant mixed structure system with traveling crane and construction method |
| CN102677925A (en) * | 2012-05-18 | 2012-09-19 | 谢合清 | Plant building for configuring crane |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Free format text: FORMER OWNER: HUAHUI ENGINEERING DESIGN GROUP CO., LTD. Effective date: 20120802 Owner name: HUAHUI ENGINEERING DESIGN GROUP SHARES CO., LTD. Free format text: FORMER OWNER: YANG FENG Effective date: 20120802 |
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| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20120802 Address after: 312000 Zhejiang Province, Shaoxing Zhongxing Road No. 339 building Huahui Changan Patentee after: Huahui Engineering Design Group Co., Ltd. Address before: 312000 Zhejiang Province, Shaoxing Zhongxing Road No. 339 building Huahui Changan Co-patentee before: Huahui Engineering Design Group Co., Ltd. Patentee before: Yang Feng |
|
| ASS | Succession or assignment of patent right |
Owner name: ZHEJIANG ZHONGWEI BUILDING ENGINEERING CO., LTD. Free format text: FORMER OWNER: HUAHUI ENGINEERING DESIGN GROUP SHARES CO., LTD. Effective date: 20150831 |
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| C41 | Transfer of patent application or patent right or utility model | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: ZHEJIANG ZHONGWEI CONSTRUCTION ENGINEERING DESIGN CO., LTD. Assignor: Huahui Engineering Design Group Co., Ltd. Contract record no.: 2015330000214 Denomination of utility model: Single-layer plant mixed structure system with traveling crane and construction method Granted publication date: 20110413 License type: Exclusive License Record date: 20150731 |
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| LICC | Enforcement, change and cancellation of record of contracts on the licence for exploitation of a patent or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20150831 Address after: 325000, Zhejiang Wenzhou hi tech Industrial Development Zone, Wenzhou entrepreneurial Service Center incubator incubator building six, 618 Patentee after: ZHEJIANG ZHONGWEI CONSTRUCTION ENGINEERING DESIGN CO., LTD. Address before: 312000 Zhejiang Province, Shaoxing Zhongxing Road No. 339 building Huahui Changan Patentee before: Huahui Engineering Design Group Co., Ltd. |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110413 Termination date: 20170928 |
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| CF01 | Termination of patent right due to non-payment of annual fee |