CN207829301U - A kind of steel bar girder connector and precast concrete heat-preserving wall - Google Patents

A kind of steel bar girder connector and precast concrete heat-preserving wall Download PDF

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Publication number
CN207829301U
CN207829301U CN201820214542.2U CN201820214542U CN207829301U CN 207829301 U CN207829301 U CN 207829301U CN 201820214542 U CN201820214542 U CN 201820214542U CN 207829301 U CN207829301 U CN 207829301U
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China
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reinforcing bar
member reinforcing
web member
wall
bar
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CN201820214542.2U
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江守来
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Abstract

The utility model provides a kind of steel bar girder connector and precast concrete heat-preserving wall, includes the first chord member reinforcing bar and the second chord member reinforcing bar of parallel arrangement, several vertical web member reinforcing bars, several oblique web member reinforcing bars;The vertical web member reinforcing bar both ends, oblique web member reinforcing bar both ends are respectively welded on the first chord member reinforcing bar and the second chord member reinforcing bar.Outer page wall, interior page wall, thermal insulation board can be connected by steel bar girder connector integral, sound construction is stablized, in addition, vertical web member reinforcing bar and oblique web member reinforcing bar are stainless steel rebar, utilize its undesirable heat conductivity, cold-heat bridge effect is efficiently reduced, the code requirement of country is met, realizes the heat preservation energy-saving function of wall.

Description

A kind of steel bar girder connector and precast concrete heat-preserving wall
Technical field
The utility model is related to precast concrete heat-preserving wall technical field more particularly to a kind of steel bar girder connector and Precast concrete heat-preserving wall.
Background technology
In order to adapt to the construction needs of industrialization assembled public building and residential housing, reach wanting for national energy-saving standard It asks, one of core of building energy conservation is the heat preservation of exterior wall, therefore precast concrete heat-preserving wall is all being promoted the use of in all parts of the country, Its generally use sandwich precast concrete heat-preserving wall, to realize energy-efficient purpose.Sandwich precast concrete heat-preserving wall, usually Using nonmetallic and metal connector, carry out outer page wall, interior page wall, thermal insulation board it is connected.But nonmetallic connectors Mechanical strength performance as time goes by be easy decaying, bearing capacity is smaller, causes sandwich thermal insulation board excessive, China north The use of square cold district, the thermal insulation board of big thickness is restricted;Common metal connector (such as regular reinforcement truss), although can It to carry big load, but gets rusty easily, and is the good conductor of heat, energy-saving effect is poor.
Utility model content
The purpose of this utility model one is open a kind of with the conductive steel bar girder connector of undesirable heat.
To achieve the above object, the utility model provides a kind of steel bar girder connector, includes the first of parallel arrangement Chord member reinforcing bar and the second chord member reinforcing bar, several vertical web member reinforcing bars, several oblique web member reinforcing bars;The vertical web member reinforcing bar Both ends, oblique web member reinforcing bar both ends are respectively welded on the first chord member reinforcing bar and the second chord member reinforcing bar.
In some embodiments, the first chord member reinforcing bar and the second chord member reinforcing bar are regular reinforcement or stainless steel steel Muscle, the vertical web member reinforcing bar and oblique web member reinforcing bar are stainless steel rebar.
In some embodiments, the vertical web member reinforcing bar and oblique web member reinforcing bar be in alternating arrangement, and by list Root stainless steel rebar carries out continuous bending and forms.
In some embodiments, each vertical web member reinforcing bar and oblique web member reinforcing bar are in parallelly distribute on respectively.
The purpose of this utility model two is to disclose a kind of sound construction stabilization, has bad heat conductivity, meet country Code requirement realizes the precast concrete heat-preserving wall of wall thermal insulating power saving function.
To achieve the above object, the utility model provides precast concrete heat-preserving wall, including outer page wall, interior page wall Body, the thermal insulation board being clamped by outer page wall and interior page wall, several steel bar girder connectors;The steel bar girder connector exists It is in vertically to be spaced apart in precast concrete heat-preserving wall, the vertical web member reinforcing bar and oblique web member reinforcing bar are passed through and protected Warm plate, the first chord member reinforcing bar are embedded in outer page wall, in the second chord member reinforcing bar embedment in page wall.
In some embodiments, adjacent reinforcing bar truss connecting element spacing is 0.1m-0.8m.
In some embodiments, the thermal insulation board be rock wool or XPS plastic extrusion heated boards or EPS expansion polyphenyls thermal insulation board or Polyurethane thermal insulation board or phenolic-aldehyde heat-insulation board.
Compared with prior art, the utility model has the beneficial effects that:By steel bar girder connector can by outer page wall, Interior page wall, thermal insulation board connection are integral, and sound construction is stablized, in addition, vertical web member reinforcing bar and oblique web member reinforcing bar are not Rust steel reinforcing bar efficiently reduces cold-heat bridge effect using its undesirable heat conductivity, meets the code requirement of country, real The heat preservation energy-saving function of wall is showed.
Description of the drawings
Fig. 1 is a kind of structural schematic diagram of steel bar girder connector shown in the utility model;
Fig. 2 is a kind of structural schematic diagram of precast concrete heat-preserving wall shown in the utility model.
Specific implementation mode
The utility model is described in detail in each embodiment shown in below in conjunction with the accompanying drawings, but it should explanation, These embodiments are not limitation of the utility model, and those of ordinary skill in the art are according to work(made by these embodiments Energy, method or the equivalent transformation in structure or replacement, belong within the scope of protection of the utility model.
A kind of steel bar girder connector 1 as shown in Figure 1 includes the first chord member reinforcing bar 11 and the second chord member of parallel arrangement Reinforcing bar 12, several vertical web member reinforcing bars 2, several oblique web member reinforcing bars 3.
Vertical 2 both ends of web member reinforcing bar, oblique 3 both ends of web member reinforcing bar are respectively welded at the first chord member reinforcing bar 11 and second On chord member reinforcing bar 12.Vertical web member reinforcing bar 2 is perpendicular to the first chord member reinforcing bar 11,3 and first chord member reinforcing bar 11 of oblique web member reinforcing bar Angle is 30 °.
The first chord member reinforcing bar 11 and the second chord member reinforcing bar 12 are regular reinforcement or stainless steel rebar, and are preferably not Become rusty steel reinforcing bar.The vertical web member reinforcing bar 2 and oblique web member reinforcing bar 3 are stainless steel rebar.
The vertical web member reinforcing bar 2 and oblique web member reinforcing bar 3 are in alternating arrangement, join end to end, and by single stainless Steel reinforcing bar carries out continuous bending and forms.Each vertical web member reinforcing bar 2 and oblique web member reinforcing bar 3 are in parallelly distribute on respectively.
Precast concrete heat-preserving wall as shown in Figure 2, including outer page wall 4, interior page wall 6, by outer page wall 4 and interior The thermal insulation board 5 that page wall 6 is clamped, several steel bar girder connectors 1.
The steel bar girder connector 1 is in vertically to be spaced apart in precast concrete heat-preserving wall, adjacent steel 1 spacing of muscle truss connecting element is 0.1m-0.8m, and preferably 0.6m.The thermal insulation board 5 be rock wool or XPS plastic extrusion heated boards or EPS expansion polyphenyls thermal insulation board or polyurethane thermal insulation board or phenolic-aldehyde heat-insulation board.
The vertical web member reinforcing bar 2 and oblique web member reinforcing bar 3 pass through thermal insulation board 5, the first chord member reinforcing bar 11 to be embedded to outer It is anchored in page wall 4, the second chord member reinforcing bar 12, which is embedded in interior page wall 6, to be anchored.
Outer page wall 4, interior page wall 6, thermal insulation board 5 can be connected integral, sound construction by steel bar girder connector 1 Stablize, in addition, vertical web member reinforcing bar 2 and oblique web member reinforcing bar 3 are stainless steel rebar, using its undesirable heat conductivity, has Cold-heat bridge effect is reduced to effect, the code requirement of country is met, realizes the heat preservation energy-saving function of wall.
Tool of the series of detailed descriptions listed above only for the feasible embodiment of the utility model Body illustrates that they are all without departing from made by the utility model skill spirit not to limit the scope of protection of the utility model Equivalent implementations or change should be included within the scope of protection of this utility model.
In addition, it should be understood that although this specification is described in terms of embodiments, but not each embodiment is only wrapped Containing an independent technical solution, this description of the specification is merely for the sake of clarity, and those skilled in the art should It considers the specification as a whole, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art The other embodiment being appreciated that.

Claims (7)

1. a kind of steel bar girder connector, which is characterized in that the first chord member reinforcing bar including parallel arrangement and the second chord member reinforcing bar, Several vertical web member reinforcing bars, several oblique web member reinforcing bars;The vertical web member reinforcing bar both ends, oblique web member reinforcing bar both ends point It is not welded on the first chord member reinforcing bar and the second chord member reinforcing bar.
2. steel bar girder connector according to claim 1, which is characterized in that the first chord member reinforcing bar and the second chord member Reinforcing bar is regular reinforcement or stainless steel rebar, and the vertical web member reinforcing bar and oblique web member reinforcing bar are stainless steel rebar.
3. steel bar girder connector according to claim 2, which is characterized in that the vertical web member reinforcing bar and oblique web member Reinforcing bar is in alternate arrangement, and carry out continuous bending by single stainless steel rebar and form.
4. steel bar girder connector according to claim 3, which is characterized in that each vertical web member reinforcing bar and oblique web member steel Muscle is in parallelly distribute on respectively.
5. a kind of precast concrete heat-preserving wall, which is characterized in that including outer page wall, interior page wall, by outer page wall and interior The thermal insulation board of page wall clamping, several steel bar girder connectors as described in any one of claim 1-4;The reinforcing bar purlin Frame connector is in vertically to be spaced apart in precast concrete heat-preserving wall, the vertical web member reinforcing bar and oblique web member Reinforcing bar passes through thermal insulation board, the first chord member reinforcing bar to be embedded in outer page wall, in the second chord member reinforcing bar embedment in page wall.
6. precast concrete heat-preserving wall according to claim 5, which is characterized in that adjacent reinforcing bar truss connecting element spacing For 0.1m-0.8m.
7. precast concrete heat-preserving wall according to claim 5, which is characterized in that the thermal insulation board is rock wool or XPS Plastic extrusion heated board or EPS expansion polyphenyls thermal insulation board or polyurethane thermal insulation board or phenolic-aldehyde heat-insulation board.
CN201820214542.2U 2018-02-07 2018-02-07 A kind of steel bar girder connector and precast concrete heat-preserving wall Active CN207829301U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820214542.2U CN207829301U (en) 2018-02-07 2018-02-07 A kind of steel bar girder connector and precast concrete heat-preserving wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820214542.2U CN207829301U (en) 2018-02-07 2018-02-07 A kind of steel bar girder connector and precast concrete heat-preserving wall

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CN207829301U true CN207829301U (en) 2018-09-07

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109594676A (en) * 2018-11-23 2019-04-09 同济大学 A kind of precast concrete sandwich heat preservation wallboard and exterior wall
CN110984462A (en) * 2019-12-24 2020-04-10 广东工业大学 Semi-composite assembly type external sandwich wallboard

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109594676A (en) * 2018-11-23 2019-04-09 同济大学 A kind of precast concrete sandwich heat preservation wallboard and exterior wall
CN110984462A (en) * 2019-12-24 2020-04-10 广东工业大学 Semi-composite assembly type external sandwich wallboard
CN110984462B (en) * 2019-12-24 2024-02-20 广东工业大学 Semi-composite assembled externally-hung sandwich wallboard

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