CN202611265U - Combined type steel frame interlayer structure - Google Patents

Combined type steel frame interlayer structure Download PDF

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Publication number
CN202611265U
CN202611265U CN 201220257548 CN201220257548U CN202611265U CN 202611265 U CN202611265 U CN 202611265U CN 201220257548 CN201220257548 CN 201220257548 CN 201220257548 U CN201220257548 U CN 201220257548U CN 202611265 U CN202611265 U CN 202611265U
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CN
China
Prior art keywords
combined type
template
connecting elements
steel
steel beam
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
Application number
CN 201220257548
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Chinese (zh)
Inventor
陈俊虎
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Individual
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Individual
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Publication date
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Priority to CN 201220257548 priority Critical patent/CN202611265U/en
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Publication of CN202611265U publication Critical patent/CN202611265U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

A combined type steel frame interlayer structure comprises a formwork, a Z-shaped steel beam, a connecting member and a chemical bolt. Nodes at two ends of the Z-shaped steel beam are connected with the connecting member, the connecting member is fixed on a wall body through the chemical bolt, the formwork is paved on the Z-shaped steel beam and fixed through a screw, and a floor is paved on the formwork. The combined type steel frame interlayer structure is simple, simple and convenient to install, standard in design and high in safety performance, reduces the material cost and the labor cost, and can be suitable for a civil household interlayer, a commercial shop interlayer and a steel-structure office floor.

Description

A kind of combined type steelframe spacer structure
Technical field
The utility model relates to construction steel structure, is specially a kind of combined type steelframe spacer structure.
Background technology
Traditional building is being reinforced when transforming with space utilization, and the steelframe interlayer is generally steel wood combination construction, and timber the slit can occur when splicing, and the overlap joint area is little, and while timber receives the yielding perk of water when making cement is cast-in-place, can occur leaking, phenomenon such as body refuse; Because what timber self was stressed exists weakness, stressed the lifting of network that relies on steelframe to form fully is if can occur phenomenon of rupture in the part when overlap joint is tight; The network of steelframe formation simultaneously lacks the technical support of specialty, and not according to the standard Force Calculation, can appear to exist on the material configuration wastes or receive hypodynamic phenomenon; And to select the steelframe material for use be shaped steel basically, as: i iron, angle steel, channel-section steel etc.; Welding capacity is big, difficult quality guarantee; As shown in Figure 1, the prior art structural representation, steel 1 are employed in body of wall 9 commentaries on classics holes mostly with body of wall is fixing, and steel node 2 is placed in the hole, and direct filling concrete does not fix.Changeing the broken meeting of Kong Shihui building structure, destroy unfavorable phenomenons such as reserving circuit.
The utility model content
The technical problem that the utility model solved is to provide a kind of combined type steelframe spacer structure, to solve the problem in the above-mentioned background technology.
The technical problem that the utility model solved adopts following technical scheme to realize:
A kind of combined type steelframe spacer structure; Comprise template, Z-steel beam, connecting elements and chemical bolt; Two end nodes of said Z-steel beam are connected with connecting elements, and connecting elements is fixed on the body of wall through chemical bolt, and said template is laid on the Z-steel beam; And fix laying floor on the template with screw.
It is cotton to lay noise reduction between said floor and the template.
Said template is color steel coating plate.
Said connecting elements is by forming with a boss on the block plate, and said boss is welded on the steel plate.
As preferentially, can replace chemical bolt with the cassette bolt that rises.
Compared with prior art, the beneficial effect of the utility model is: simple in structure, simple and convenient is installed, and standard is followed in design, and security performance is high, has reduced material, cost of labor; Applicable to civilian family interlayer, commercial shop interlayer, steel work office floor.
Description of drawings
Fig. 1 is the prior art structural representation.
Fig. 2 is the structural representation of the utility model.
Fig. 3 is the Z word beam section sketch map of the utility model.
Fig. 4 is the connecting elements sketch map of the utility model.
Fig. 5 is the chemical bolt sketch map of the utility model.
Fig. 6 is that the connecting elements of the utility model is connected sketch map with Z word beam.
Fig. 7 is the steel frame construction sketch map of the utility model.
The specific embodiment
For technological means, creation characteristic that the utility model is realized, reach purpose and be easy to understand understanding with effect, below in conjunction with concrete diagram, further set forth the utility model.
Shown in Fig. 2~7, a kind of combined type steelframe spacer structure is to make according to the Code for design of steel structures design principle, is made up of floor 3, noise reduction cotton 4, template 5, Z-steel beam 6, connecting elements 7, chemical bolt 8; Said floor 3 is made by plank or other earth material, and said noise reduction cotton 4 is located between floor 3 and the template 5, plays sound deadening, and said template 5 adopts the color steel coating plate of 750 types (or 820 types) 0.6mm, makes through clod wash embossing moulding; Said Z-steel beam 6 is to adopt the general plate Q235 of 4mm steel plate member, and said connecting elements 7 is that boss of welding is convenient to be connected with Z word beam 6 on a block plate, and said chemical bolt 8 is fixed on connecting elements 7 on the body of wall 9.Said chemical bolt 8 should pass through specially treated, also can replace with the special cassette bolt that rises.
Two end nodes of said Z-steel beam 6 are connected with connecting elements 7; Connecting elements 7 is fixed on the body of wall 9 through chemical bolt 8; Said template 5 is directly done snapping and is laid on Z-steel beam 6, and with screw template 5 is locked on Z-steel beam 6, establishes floor 3 on the said template 5; Establish noise reduction cotton 4 between said template 5 and the floor 3, form a kind of combined type steelframe spacer structure.
More than show and described basic principle of the utility model and the advantage of principal character and the utility model.The technician of the industry should understand; The utility model is not restricted to the described embodiments; The principle of describing in the foregoing description and the manual that the utility model just is described; Under the prerequisite that does not break away from the utility model spirit and scope, the utility model also has various changes and modifications, and these variations and improvement all fall in the utility model scope that requires protection.The utility model requires protection domain to be defined by appending claims and equivalent thereof.

Claims (5)

1. combined type steelframe spacer structure; Comprise template, Z-steel beam, connecting elements and chemical bolt; It is characterized in that: two end nodes of said Z-steel beam are connected with connecting elements, and connecting elements is fixed on the body of wall through chemical bolt, and said template is laid on the Z-steel beam; And fix laying floor on the template with screw.
2. a kind of combined type steelframe spacer structure according to claim 1 is characterized in that: lay the noise reduction cotton between said floor and the template.
3. a kind of combined type steelframe spacer structure according to claim 1 is characterized in that: said template is color steel coating plate.
4. a kind of combined type steelframe spacer structure according to claim 1 is characterized in that: said connecting elements is by forming with a boss on the block plate, and said boss is welded on the steel plate.
5. a kind of combined type steelframe spacer structure according to claim 1 is characterized in that: the cassette bolt replaces chemical bolt with rising.
CN 201220257548 2012-06-04 2012-06-04 Combined type steel frame interlayer structure Expired - Fee Related CN202611265U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220257548 CN202611265U (en) 2012-06-04 2012-06-04 Combined type steel frame interlayer structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220257548 CN202611265U (en) 2012-06-04 2012-06-04 Combined type steel frame interlayer structure

Publications (1)

Publication Number Publication Date
CN202611265U true CN202611265U (en) 2012-12-19

Family

ID=47344975

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201220257548 Expired - Fee Related CN202611265U (en) 2012-06-04 2012-06-04 Combined type steel frame interlayer structure

Country Status (1)

Country Link
CN (1) CN202611265U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103726670A (en) * 2013-12-31 2014-04-16 江苏建筑职业技术学院 Method for adding interlayer onto original building through reinforced concrete plates
CN103741960A (en) * 2013-12-31 2014-04-23 江苏建筑职业技术学院 Method for adopting steel beam board to increase interlayer on basis of original building
CN104120828A (en) * 2014-07-13 2014-10-29 张跃 A joist
CN104265008A (en) * 2014-09-25 2015-01-07 常熟建工建设集团有限公司苏州分公司 Novel house capable of expanding space

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103726670A (en) * 2013-12-31 2014-04-16 江苏建筑职业技术学院 Method for adding interlayer onto original building through reinforced concrete plates
CN103741960A (en) * 2013-12-31 2014-04-23 江苏建筑职业技术学院 Method for adopting steel beam board to increase interlayer on basis of original building
CN103726670B (en) * 2013-12-31 2016-03-02 江苏建筑职业技术学院 Adopt steel beam concrete slab on inhering architecture, increase the method for interlayer
CN104120828A (en) * 2014-07-13 2014-10-29 张跃 A joist
CN104265008A (en) * 2014-09-25 2015-01-07 常熟建工建设集团有限公司苏州分公司 Novel house capable of expanding space

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GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20121219

Termination date: 20140604